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HomeMy WebLinkAboutAIR HANDLING UNIT REPLACEMENTSS.L.C. Courthouse Annex Ft. Pierce, Florida Air Handling Unit Replacements NDDEX TO DRQWNGS ARCHITECTURAL :: ABBREVIATIONS GENERAL NOTES ACC ACCESSIBILITY DETAILS .AMP ARCHITECTURAL MASTER PLAN A1 GROUND FLOOR SCOPE f -2 SECOND FLOOR SCOPE A 3 THIRD FLOOR SCOPE f 4 WEST ELEVATION AND DESCRIPTION OF WORK A 5 SECOND AND THIRD FLOOR PARTIAL PLANS A 6 TRANSVERSE SECTION DETAILS AT SECTIONS AT WEST WALL GL`ZIN S A CURTAIN WALL AND DETAILS EMI TNG A-9 CURTAIN WALL DETAILS PROPOSE.D STRUCTURAL S 1 FOUNDATION PLAN (FOR REFEREN E) S 2 RAI';11AL SECOND AND THIRD f=L,D;,D>', F A MIrl _, PLANS AND DETAILS(FOR REFERENCE) ARCHITECT A c EOLUNO • ORITENBAS • BINKLEY ARCHITECTS AND ASSOCIATES, P.A. 65 Royal Palm Pointe, Suite O, Vero Beach, Florida 22960 Phone: C7727 569-4320 AR# AACOOOB6B STRUCTURAL ENGINEER pA AN A N IN @ Pi ! N 4 G. M. Hill Engineering, Inc. 9640 Sunbeam Center Drive Suite 1 Jacksonville, Florida 32257 Phone:904-280-8244 Certificate of Authorization No.26181 MECHANICAL M-1 GENERAL NOTES, LEGENDS, SYMBOLS, DUCT CONSTRUCTION SCHEDULE M-2 SECOND FLOOR PLAN - HVAC M-3 THIRD FLOOR PLAN - HVAC M-4 MECHANICAL ROOM 237 - NEW PLAN, MECHANICAL BOOM 338 - NEW FLAN, GENERAL AND HVAC RENOV, NOTES M-5 CHILLED WATER AHU SCHEDULE, DETAILS M-6 SINGLE PATH VAV AHU CONTROL SCHEMATIC, NOTES 7,0 4 MECHANICAL ROOM 237 DEMO PLAN, MECHANICAL ROOM 333 DEMO PLAN,GENERAL AND DEMO NOTES ELECTRICAL E 1 ELECTRICAL LEGEND,GENERAL AND DEMO NOTES LUMINAME SCHEDULE E SECOND FLOOR PLAN ELECTRICAL E 3 THIRD FLOOR PLAN ELECTRICAL E MECHANICAL ROOM 237 AND MECHANICAL ROOM 33 ELECTRICAL FLOOR PLANS AND NOTES E PANEL SCHEDULES AND NOTES ED SECOND FLOOR DEMO PLAN ELECTRICAL, NOTES ED 3 THIRD FLOOR DEMO PLAN ELECTRICAL, NOTES ED 4 OFFICES D MECHANICAL L ROOMS DEMO ELECTRICAL FILE.- COSY MECHANICAL / ELECTRICAL / PLUMBING OCI ASSOCIATES, INC. 3 ' CONSULTING ENGINEERS Ft. Pierce • West Palm Beach • Ft. Myers -Tampa • Washington D.C. Orlando 427 Centerpointe Circle, Suite 1825 Altamonte Springs, FL 32701 (407)332-5110 Fax: (407)332-7704 CERTIFICATE OF AUTHORIZATION #6261 /&-�3?j11 PLAN REVIEW BLDG: DATE: ELEC: DATE: PLUMB: DATE: MECH•. DATE:L'M A9 myw!F� X W Z Z� Q WZ (!) W 0W a � Q 0 D J a_ v 0 LU w ^� zN U LAJ o X o a LA- © 4l ICE 2CX6rH E PUNS AND THE IMMMAIION MA NN HUMN ARE THE Plow R MUM NNBNM6 NNRFT AVIRM PA AND RD°ROD)MM D6Cl0WW OR USE TND®r N NINE OR N PAW D DWREMY PRO- Iaim �r NWD31 PtxINaR1 COMM. NO:120115VB DATE: 15 AL16.. 2016 BY: JWZ CH'KD: PD SHEET NO. COVER OF ONE GENERAL NOTES (UPDATED 10 APRIL 2014) I. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS SHOWN ON THE CONSTRUCTION 6. THE CONTRACTOR(S) SHALL PROVIDE AND MAINTAIN COMPLETE WORKERS DOCUMENTS AND EXISTING CONDITIONS IN THE FIELD. ANY DISCREPANCIES COMPENSATION, GENERAL LIABILITY AND BUILDERS RISK INSURANCE. IN THE ABOVE WILL CONSTITUTE A 'STOP WORK' ORDER FOR THAT PORTION OF THE CONSTRUCTION ONLY. THE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY 7. ALL MATERIALS UTILIZED SHALL BE NEW AND OF THE QUALITY SPECIFIED, FOR RESOLUTION. SUBSTITUTIONS WILL BE ALLOWED ONLY WITH THE ARCHITECT'S PRIOR WRITTEN APPROVAL. 2. EVERY ATTEMPT HAS BEEN MADE TO DELINEATE THE EXISTING CONDITIONS AND DETAILS, THE CONTRACTOR MUST VISIT THE SITE TO VISUALLY ESTABLISH THE 8. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE MANUFACTURER'S COMPLETE SCOPE OF WORK AND CONDITIONS TO BE CONSTRUCTED. INSTRUCTIONS AND CATALOG CUTS. 3. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHALL 9. PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL ISSUE TO THE OWNER. AN BE AIA DOCUMENT A 201, 2007 EDITION, A COPY OF WHICH IS AVAILABLE EXECUTED 'FINAL RELEASE OF LIEN' FORMS FROM ALL PARTIES HAVING FOR REVIEW AT THE ARCHITECTS OFFICE. LIEN RIGHTS AGAINST THE OWNER. 4. THE CONTRACTOR SHALL WARRANT AND GUARANTEE ALL MATERIALS AND 10. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH 'BEST TRADE PRACTICES' WORKMANSHIP FOR A PERIOD OF I (ONE) YEAR FROM THE 'DATE OF FOR THE GEOGRAPHIC AREA IN WHICH THE PROJECT IS LOCATED. SUBSTANTIAL COMPLETION'. 11. UNLESS WHERE NOTED OTHERWISE, THE CONTRACTOR SHALL PROVIDE ALL THE 5. THE CONTRACTOR IS TO SECURE AND PAY FOR ALL PERMITS AND SHALL NECESSARY LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS FOR A COMPLETE SECURE THE 'CERTIFICATE OF OCCUPANCY'. AND OPERATING PROJECT. LEGEND (UPDATED IO APRIL 2014) DETAIL SECTION DETAIL TITLE I SYMBOL MARKS SCE' NONE PER WHE12E CUT OCCURS A-8 O DOORS, COLUMNS I DETAIL NUMBER A-8 SIFT WHERE SHOWN SECTION A O FOOTINGS, TIE BEAMS SECTIONS SCALE -NONE REF. WHERE CUT OCCURS A-8 ❑ WINDOWS, WOOD LINTELS SPECIALTY A SECTION LETTER ROOM/SPACE IDENTIFICATION A-8 SHEET WHERE SHOWN M MATCH MATCH M I LINE LINE I 001 ROOM/SPACE a SPECIFIC DETAILS I DETAIL NUMBER A-8 SF-EET WHERE SHOWN INTERIOR ELEVATIONS AWALL ELEVATION SHEET WHERE SHOWN FINISH ELEVATIONS FINISH FLOOR (ASSUMED ELEVAT FLOOR) (NG.V.D.) OR (N.A.V.D.) REVISIONS A22APPEARS ON DRAWING AS A CLOUDED REFERENCE, AT PLACE OF REVISION AND NOTED ON TITLE BLOCK REVISION COLUMN. CONSTRUCTION ADM I N I STQAT I ON GUIDELINE (UPDATED 10 APRIL 2014) LTD A. BY ARCHITECT, PRIOR TO ALL CONCRETE POURS A. PROPER PROTOCOL MUST BE FOLLOWED IN REGARDS TO ANY CHANGE ORDERS. OWNER, ARCHITECT AND CONTRACTOR MUST B. BEFORE COVERING WORK WITH DRYWALL AND PRIOR TO CEILING SIGN OFF PRIOR TO ANY WORK BEING PERFORMED BY CONTRACTOR OR SUBS. INSTALLATION. WHEN MECHANICAL, ELECTRICAL E PLUMBING ROUGH -INS ARE COMPLETED. B. GROUP ITEMS INTO ONE (1) CHANGE ORDER, RATHER THAN C. TO ESTABLISH A PUNCH LIST SEVERAL SINGLE ITEM CHANGE ORDERS. (WHEN CONTRACTOR HAS TOTALLY COMPLETED HIS OWN C. ANY WORK COMPLETED PRIOR TO A CHANGE ORDER BEING SIGNED ESTABLISHED PUNCH LIST AND AFTER CERTIFICATE OF OCCUPANCY.) BY ALL PAI2TIFS IS AT CnNTI2A( (iG :4 GIRIC (]WAN.IGP nD(1PD14 D. AT FINAL INSPECTION, FOLLOWING COMPLETION OF PUNCH LIST. E. AT MONTHLY PAY REQUEST AND WEEKLY PROGRESS INSPECTIONS NOTE: PROJECT SUPERINTENDENT SHOULD ALWAYS BE PRESENT AT INSPECTIONS 11. PAY REQUEST A. AS PER OWNER/ CONTRACTOR AGREEMENT UTILIZING AIA DOCUMENTS B. LIEN RELEASES REQUIRED (PARTIALS AND FINALS) C. FOR STORED MATERIALS - (CERTIFICATE OF INSURANCE REQUIRED) III. OTHER REQUIREMENTS OF THE CONTRACTOR A. BAR GRAPH SCHEDULE OF PROGRESS TIME SCHEDULE AND PERIODICALLY UPDATE, AS REQUESTED B. A SCHEDULE OF VALUES (A.I.A. FORM UG-703) IV. CONSTRUCTION PRIORITIES A. ESTABLISH DATE FOR THE PRE-CONST12UCTION MEETING B. CHECK OUT LONG LEAD ITEMS - - ALLOW ORDERING TIME C. MAINTAIN CONSTRUCTION LOG DOCUMENTING RAIN DAYS WHEN SCHEDULED WORK COULD NOT BE PERFORMED. D. MAINTAIN1REALLPOINT PEN TO BOF SUPPLIED TO ARCHIILTECT FOR USE IN ESTABLISHING AS BUILT DRAWINGS. V. CHANGES / CORRESPONDENCE A. ALL CORRESPONDENCE OR DIRECTIVES THRU ARCHITECT AND COPIED TO OWNER B. NO DIRECTIVES FROM EMPLOYEES. ALL REQUESTS FOR INFORMATION OR CHANGES THRU ARCHITECT AND OWNER VII. SHOP DRAWING SUBMITTALS A. FOUR (4) COPIES (NOTE IN RED ANY CHANGES) ONE FOR OWNER ONE FOR ARCHITECT ONE FOR CONTRACTOR ONE FOR SUPPLIER A COPIES kCH C. SUBMIT TO ARCHITECT AS SOON AS POSSIBLE D. NO SUBSTITUTES WITHOUT PRIOR APPROVAL BY ARCHITECT E OWNER. VIII. CHANGES IN THE WORK A. DO NOT DEVIATE FROM PLANS WITHOUT ARCHITECTS APPROVAL IX. PROPER CONDUCT AT JOBSITES A. NO SWEARING B. NO LOUD RADIOS C. PROPERLY DRESSED FOR WORK D. KEEPING JOBSITE CLEAN AND SAFE EACH DAY IS SOLE RESPONSIBILITY OF THE CONTRACTOR. E. HARDHATS ARE REQUIRED PER OSHA REGULATIONS X. RAIN DAY DOCUMENTATION A. SUBMIT RECORDED RAIN DAYS WITH EACH MONTHLY PAY REQUEST B. WHEN MORE THAN FOUR (4) DAYS ARE ACCUMULATED. A REQUEST DATE. ABBQEV I AT I ONS (REVISED 10 APRIL 2014) E AND E L L ANGLE E EAST LG. LONG ® AT EA. EACH LGT. LIGHT Jo DIAMETER OR ROUND E.B. EXPANSION BOLT LP. LIQUID PROPANE WELD E.E.R. ENERGY EFFICIENCY RATIO LKR. LOCKER EF. EXHAUST FAN LL LIVE LOAD E.G. EMERGENCY GENERATOR LL v. LONG LEG VERTICAL A E.J. EXPANSION JOINT LS.C. LATCH SIDE CLEARANCE ACOUS ACOUSTICAL EL ELEVATION LT. LAUNDRY TUB A.D. AREA DRAIN EL EMERGENCY LIGHT ADA AMERICANS WITH DISABILITIES ACT E_EC, EECTRICAL ADJ. ADJUSTABLE ELEV. ELEVATOR M A.F.F. ABOVE FINISH FLOOR EMER, EN43ZGENCY MAX MAXIMUM AGGR. AGGREGATE ENCL. ENCLOSURE M.C. MEDICINE CABINET AJALL AIR HANDLING UNIT EP. ELECTRICAL PANS.BOARD �IA MECI-NANICAL ALUM ALUMINUM EQ. EQUAL ME MEMBRANE A.CI. AMERICAN CONCRETE INSTITUTE EQPT. EQUIPMENT MTL METAL AS AMERICAN SOCIETY OF TESTING ESP. E.ECTRO STATIC PAINT MFR. MT-R. MANUFACTURER AND MEASURES E.W. EACH WAY MILL MANHOLEILFA AW.P.A AAV21CAN WOOD E PLYWOOD E.W.C. ELECTRIC WATER COOLER MIN MINIMUM ASSOCIATION E.WJ-I. ELECTRIC WATE2 HEATER MIRR. MIRROR A.S. ANCHOR BOLTS EXP. EXPANSION MISC. MISCELLANEOUS APPRVD. APPROVED EXPJBLTS. EXPANSION BOLTS MTD. MOUNTED APPROX. APPROXIMATE EX. EXISTING MB. MACHINE BOLT ARCH. A 2041TECTLIRAL EXT. EXTERIOR OR EXTENSION M.D. D MAIN D MDISCONNECT AC.CMP. ASPHALT COATED CORRLGATED MOP. MEDIUM DENSITY FIBERBOARD METAL PIPE F MOP. MAIN DISTRIBUTION PANE_ ASS, ASBESTOS F.A. FIRE ALARM MO. MAIN DRAIN ASPH ASPHALT F.A.C.O. FLORIDA ACCESSIBILITY CODE MASONRY OPENING.C. ASSY. ASSEMBLY F.B. FLAT BAR MSL MEAN SEA LEVEL B BR a(BRNGJ BEARING BD. BOARD BITUM. BITUMINOUS BLDQ BUILDING BLK. BLOCK BUKG. BLOCKING BM BEAM BOT. BOTTOM B.C. BOTTOM CHORD ELT. BOLT C CAB CABINET CANT. CANTILEVER C.B. CATCH BASIN CEML CEMENT 0E2. CERAMIC CI. CAST IRON C.G. CORNER GUARD CLG. CEILING CL CLOSET CUR. CLEAR C.O. CASED OPENING COL COLUMN! CONC. CONCRETE CONK CONNECTION CONSTR. CONSTRUCTION CONT. CORR. CONTINUOUS CORRIDOR OPT. CARPET CTSK. COUNfTERSUJC CNTR. COUNTER CTR. CENTER CENTERLINE C/C. CENTER TO CENTER C.T. CERAMIC TILE CKT. CIRCUIT CO. CLEAN OUT CCCL COASTAL CONSTRUCTION CONTROL LINE C. COLD CW. COLD WATER CBS. CONCRETE BLOCK CONSTRUCTION CMU. CONCRETE MASONRY UNIT CM CONCRETE MONUMENT CJ CONTROL JOINT COND. CONDENSATE OR CONDUIT CU. COPPER C_LK CORNER JACK C.MP. CORRUGATED METAL PIPE CFM CUBIC FJEET PER MINUTE ay. CUBIC YARD CULV. CLLVE12T D DL DEAD LOAD DEL DOUBLE D.C.G. DIRT CONTROL GRATING DEPT. DEPARTMENT DP. DRINKING FOUNTAIN DEL DELAYED DET. DETAIL DIA. DIAMETER DIM DIMENSION DISP. DISPENSER DR DOWN D.O. DOOR OPENING DWR. DRAWER DS, DOWNSPOUT D.SP. DRY STANDPIPE DWG. DRAWING D.J. DECK -A -JOINT DP. DEEP D.O.E. DEPARTMENT OF EDUCATION DER, DEPARTMENT OF ENVIRONMENTAL REGULATION DF-P. DEPARTMENT OF ENVIRONMENTAL PROTECTION DW DISHWASHER DEL. DOUBLE DA DOUBLE E HUNG DN. DOWN D DRYER PRO. F.P.C. F.D. FDN FE PEC F.kC. FIN. FL FLASH FLUOR. F.O.C. ROF. F.OS. FPRF. FG. FIN FL. FXD. F.G. FIR FT. F.TA FTG. FUFR. FUT. F.D.O.T. FD.EP GA GALV. GIB. GL GND. GR. GYP. GAL G.F.I. WCP. HDR. HR.U, HD. H.P.S. H.J. H.C. H.B. HC. HDWD. HDWR HI H.M. HORIZ H12. H.C. HUMt H.MF. HK. HP. HL H.D.G. FLORIDA BUILDING CODE MC. MEDICINE CABINET FLORIDA PLUMBING CODE MV. MERCURY VAPOR FLOOR DRAIN MT. METAL THRESHOLD FOUNDATION MPH MILES PER HOUR FIRE EXTINGUISHER MR. MOISTURE RESISTANT FIRE EXTINGUISHER CAB MLD'G. MOULDING FIRE HOSE CABINET N FINISH WA NOT APPLICABLE FLOOR N NORTH FLASHING NAND. NORTH AMERICAN VERTICAL DATUM FLUORESCENT MI.C. NOT IN CONTRACT FACE OF CONCRETE NO, OR tt NUS FACE OF FINISH NOM NOMINAL FACE OF STUDS N.T.S. NOT TO SCALE FIREPROOF NE.C. NATIONAL ELECTRIC CODE FIBERGLASS NG.VD. NATIONAL GEODETIC FINISHED FLOOR VERTICAL DATUM FIXED Nl. NIGHT LIGHT FLOOR GIRDER FULL SIZE 0 FOOT OR FEET CA OVERALL FEDERAL TRANSIT AUTHORITY OBS, OBSC 12E FOOTING O.C. ON CENTER FURRING OD. OUTSIDE DIAMETER (DIM) FUTURE OFF. OFFICE FLORIDA DEPARTMENT OF OPNG. OPENING TRANSPORTATION OPP. OPPOSITE FLORIDA DEPARTMENT OF O.B.D. OPPOSE) BLADE DAMPER ENVIRONMENTAL PROTECTION CA OUTSIDE AIR OJA OVER HANG G O.HD. OVERHEAD DOOR GAUGE OE OVERHEAD ELECTRIC GALVANIZED GRAB BAR GLASS GROUND GRADE GYPSUM GALLON GROUND FAULT INTERRUPT H HANDICAPPED HEADER HEAT RECOVERY UNIT HEAVY DUTY HIGH PRESSURE SODIUM HIP JACK HOLLOW CORE HOSE BIBB HOLLOW CORE HARDWOOD HARDWARE HAPPY HOUR HOLLOW METAL HORIZONTAL HOLLOW CORE HOLLOW METAL HOLLOW METAL FRAME HOOK HORSE POWER & HIGH POINT HOT HOT DIPPED GALVANIZED I ID. INSIDE DIAMETER (DIM) INSUL. INSULATION INT, INTERIOR INV. INVERT IP. IRCN PIPE J JAN. JANITOR _IT. JOINT K KIT. KITCHEN KW. KILOWATT K.T. KEYBOARD TRAY L LAB. LABORATORY LAM LAMINATE LAV. LAVATORY LB POUND LEER LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN LF. LINEAL FEET SOME TERMS AND SYMBOLS MAY NOT APPLY TO THIS PROJECT. P P.V.C. POLY VINYL CHLORIDE P.E.B. PAINTED EXPOSED BLOCK P.S.I. POUNDS PER SQUARE INCH P.SF. POUNDS PER SQUARE FOOT PL PLATE RLAM PLASTIC LAMINATE PLAS. PLASTER PLY. PLYWOOD PR. PAIR PT. POINT P.T.D. PAPER TOWS. DISPENSER P.TD/R COMBINATION PAPER TOWS. DISPENSER B RECEPTACLE PTN PARTITION P.T. PRESSURE TREATED P.T.R. PAPER TOWEL RECEPTACLE P.TJ-L PAPER TOWS- HOLDER PERF. PERFORATED P PROPERTY LINE P.C. PULL CHAIN P.B. PUSH BUTTON P.P. POWER POLE PJAW. PARTIAL HEIGHT WALL PORC. PORCELAIN TILE Q Q.T. QUARRY TILE S S. SOUTH SA. SUPPLY AIR SAT. SUSPENDED ACOUSTICAL TILE S.C. SOLID CORE S.CD. SEAT COVER DISPENSER SCHED. SCHEDULE S.D. SOAP DISPENSER SECT. SECTION SH. SHELF SHR. SHOWER SET. SHEET S.H. SINGLE HUNG SIM SIMILAR SLID. CONC, SEALED CONCRETE S.LV. SHORT LEG VERTICAL SND. SANITARY NAPKIN DISPENSER SNIR. SANITARY NAPKIN RECEPTACLE SPEC. SPECIFICATION SQ. SQUARE SS. STAINLESS STEEL SSK. SERVICE SINK STA STATION STD. STANDARD STU. STEEL STOP. STORAGE STRL STRUCTURAL SUSP. SUSPENDED SYM SYMMETRICAL S4S, SANDED 4 SIDES SIS2E SANDED ONE SIDE AND TWO EDGES SS. SANITARY SEWER SEER SEASONAL IE ERGY EFFICIENCY RATE) SA SINGLE HUNG SLDG, GLS. SLIDING GLASS S/D SMOKE DETECTOR S.Y.P. SOUTHERN YELLOW PINE 0 SQUARE PICOT DIMENSION SF. SQUARE FOOT SJ.I, STEEL JOIST INSTITUTE SYS, SYSTEM S.V. SHEET VINYL T TRD. TREAD T.B. TOWEL BAR T.O.C. TOP OF CURB TEL TELEPHONE TERR. TERRAZZO TZQ TONGUE AND GROOVE THI. THICK T.O.P. TOP OF PAVEMENT T.P.D. TOILET PAPER DISPENSER T.V. TELEVISION T.O.W. TOP OF WALL TKB. TACKBOARD T.CL TIME CLOCK TYP. TYPICAL T.C. TOP CHORD T.OB. TOP OF BEAM T.L. TOTALLOAD TRANSV. TRANSVERSE T. TREAD TS, TUBE SECTION U UNF. LNFINISHED U.N.O. UNLESS NOTED OTHERWISE U.C. UNDER COUNTER UL UNDERWRITERS LAB US.G UNITED STATES GYPSUM US.GJB.C. UNITED STATES GREEN BUILDING COUNCIL V VAC. VACUUM VJB. VAPOR BAIMIE12 V.C.T. VINYL COMPOSITION TILE VERT. VERTICAL V.P. VAPOR PROOF VR. VAPOR RETARDER V.TR W W. WEST W WASH 82 W/ WITH W.C. WATER CLOSET WD. WOOD W/O WITHOUT R R. RISER WIP• WATERPROOF RAD. RADIUS WSCT. WAINSCOT R.D. ROOF DRAIN WT. WEIGHT REF. REFERENCE WSHR. WASHER REFR. RE4RIGE12ATOR W.I.C. WALK IN CLOSET REG. REGISTER W.G. WALL GIRDER REINF. REINFORCED W.W.F. WELDED WIRE FABRIC REQ. REQUIRED W.W.M. WELDED WIRE ME,%4 RESIL RESILIENT AP. WORKING POINT 12M. ROOM WDW, WINDOW R.O. •ff,e• REDWOOD LEADERR.Wj_ PAIN WATER REINFORCED CONCRETE .. REQUIRED R.O.W.R/A RETURN AIR REV. REVERSE c OF WAY Q Ito. •. •. F, V.S. ROUGH SAW M� SHEET NO. ABB OF ONE } W FTP 25 SIGN. SEE SITE a 15' MAX PLAN FOR LOCATIONS DO NOT PAINT BUMPER Z LJ FLUSH VALVE LOCATION CONTROL AREA SHALL � LOCATED 15' MAX FROM CONTROLS ON ANY WALL, - TANK TOILET LOCATION CENTERLINE OF SEAT TOWARD OPENING OF SHOWER 36' C gR ABOVEMAXIMUMG12AB BAR T AT 48" 2723' MAX GUARDS (TYPJ M V) ? 00 C(—BACK BACK 12'-O• MIN. 5'-O" MIN. a to cq O O IB' z g x RECYCLED 12'-0' MIN. Q OD LL' M M E.3 f - N 4' BLUE PRODUCT OR m to c Z Q q fs3Z9 On to PAINT (TYP.)' - CONK. BUMPER O Z Q 8 p IK GUARDS (TYPJ W 0 ��E a O to i I I I-----i C�LL,EEqq I Z 3 U Z < N CLEAR i i LAV. ROOR 2-I/T cp o N N SPACE I 16'-18' IT 19 I gRpA �--_-___-_-_- `� 4' O- S 4' WHITE I ,f 4' WHITE - L) V v L J I I 60' MIN PAINT (TYP.) WHITE PAINT (TYP.) SEAT WALL BACK CONTROL WALL 48' MIN SHOWER DAM I5' 16' h PAINT (TYPJ Z Z ~ J Q W4 EELCHAIR AMBULATORY DETAIL ON MAx Q a' BLUE S Z = m ACCESSIBLE ACCESSIBLE 360 BY 36' TRANSFER DRAWING SET PAINT (TYR) O Ld WATER CLOSETS WATER CLOSETS 36" BY 36" TRANSFER 30" BY 60" ROLL -IN SHOWER SEAT DESIGN 7* MAX PER LOCAL 12' MIN. 5' 12' MIN PER LOCAL; -j Q O CONTROLS FOR FLUSH VALVES SHLE ALL BE CONTROL 2/ SEAT 4-1 CODES CLEAR AISLE CLEAR CODES (A W 2 IL ON THE WIDE SIDE OF THE WATER CLOSET 30 MIN OUT SEAT- 30' MIN —� MIN. W (O i oMPPAARFOR TTMMMENTS F( ABcT 6o46)WEREI SHOWER SIZE, CLEARANCES AND SEAT DESIGN DISABLED PARKING STALL CONTROL CAN BE ON EITHER SIDE 4' 4• 4' 4' U) w z °max TYP, SPACING PARALLEL PARKING ACCESSIBLE STALL AT TYP. SPACING U FIXTURE LOCATIONS AND 8' X 23' WITH 5 FT. AISLE ON PASSENGER SIDE w U FLUSH VALVE LOCATION �_ 0 UQ SIDE CONTROL WALL SIDE $ FM-25 NOTES= Q a MIRROR MOUNTED MAXIMUM E x x OF 40' TO BOTTOM OF N TOP PORTION OF FTP 25 AND 26 REFLECTING SURFACE A.F.F. PROVIDE OFFSET 300 BY 60" ROLL -IN WITH OUT SEAT +o so SHALL HAVE A REFLECTIVE BLUE AND WATER LINES Ex °0 i°o BACKGROUND WITH WHITE IT MIN INSULATE DRAIN :°o so o X BOTTOMREFLECIVE PORTION �SHALL HAL AND S 19 MAX AND WATER LINES GRAB BARS AT SHOWER STALLS Q FIGURE 307.4 FIGURE 307.2 00 wo VE A WITH BLACK OPAQUE LEGEND CLO RR uj VERTICAL CLEARANCE LIMITS OF PROTRUDING � oo so �A � � �'� REFLECTIVE WHITE BACKGROUND 1: 1& 17 MIN ITMIN 17 MIN X OBJECTS Z AND BORDER. ACE I--� g v j 0 PARKING BY I� () �� L THIS Mir I DISABLED FTP 25 AND 26 MAY BE FABRICATED J 25- MAXI I �v SII c� H ❑ RETURN TO WALL - ON ONE PANEL OR TWO. a 11. z LESS THAN 34TO 3e I '�' ONMIT F�OR2T5i IMMAY 6SUBSTITUTED v) 48' MIN 4, OPENING TOP OF RAIL THAN X X -TREAD DEPTH WHERE SPACE IS LIMITED. KNEE TOES TOP OF RAIL i CAR CONTROL HEIGHT ALT 12 PANEO1CA IONS � $ T sIGNl,S ARE To BE MOUNTED 34- To 36 CLEARANCE CLEARANCE I I/2'R. AT STANDARD HEIGHT. W MIN 6' FIGURE 505.10.1 FIGURE 505.10.2 FIGURE 505,10.3 SIDE OPENING DOOR 250 FINE CTFROM PARKING SURFACE IT MIN DEPTH TOP AND BOTTOM HAND RAIL TOP HAND RAIL BOTTOM HAND RAIL TO BOTTOM OF SIGN), EXTENSION AT RAMPS EXTENSION AT STAIRS EXTENSION AT STAIRS ALL LETTERS LAVATORY CLEARANCES PROJECTION M, IMLIM� r sERIEs c X 48' GREATER 60' FLOOR AND CAR W 19' MN DEPTH FOR WORKTOP. ALL DESIGNATIONS HAND I CAP S I GNAGE COMAX.FOR TICKET AND SERVING 36' MI 6 z LENgTH 48, MAX ABC 1.6'-2.4' FULLY S EKED 'n ------ z 36' MIN. 36' MIN. 54' MIN. I TO 72' MIN TO 0.9'-1.4' RECESS MANUFACTURED V ) MATT INTO NEW CONC. 12 24' 24' 12' 12' 4T MIN. 30' �— SE OF RELEASE MAX. SISGNAL ry IN G - FIRE O� BDISAE WALK, 1 27• 60• USE STAIRWAY FOR ENR qa IL , 1ui `t 1 47TO Q DO NOT USE ELEVATOR o W FIN. OF CALL 1618' 1618' L ------ ---- FLOOR BUTTONS p 0.2' H: Q � - WALL MATED ELEVATOR ENTRANCES "ter NEXT To CALL BurroN F R C E ,. 32* MAX - o TRUNCATED DOME O W 19 WORKTOP FINISHED DOME TOP DIA. 50% - 65% T ' ` Q OF BASE DIA. 1 v �� 27•CLEA12 ELEVATOR CAB CALL AND SIGNAL DETAILS 0,9-1.4' REODAT Fc BACK WALL BACK WALL SIDE WALL r-- r---------- 35" MAX. HAZARDous O (ADJACENT WALL (ADJACENT WALL I I I I Q J RIGHT NAND SIDE) LEFT HAND SIDE) I I Z I I �� MINIMUM (TYP.) AT TICKET BLACK VEHICLE AREA g — COUNTER —5• TO 6' �5• TO 6' SQUARE PATTERNIL I I I I 48' MAX PARALLEL ALIGNMENT 0000000000000DO00 GRAB BARS AT WATER CLOSETS 1 I p 1 1 TO DooR �= 1 3I OPEN BLACK BLACK 24' MIN. 00000000000000000 a I N TOILET ROOMS 1 1 L _ _ _ _ J AND LIFT /WHITE 00000000000000000 l a 0000000C00000000 0000000000oo0o0 0000000000000 00000.00000000000 (Q I I -48- MIN _I RELEASE PRO FCxTON BLUE ) 000000 0 0: TRUNCATED DOMES W O Q m I I —� / CONK. WALK cy 0 Q L J PARAI-L MIN. WHITE WIDTH VARIE W Z 30" MIN FIN. Q 'TO7 (, p( MIN ® FORWARD MOUNTING HEIGHT AND CLEARANCES FLRECESSED OR AT LEAST AS WIDE v > ILL cLEAR� FOR TICKET AND SERVING COUNTERS / WORKTOPS SEMI -RECESSED AS CURB RAMP J F- a FIGURE 305.5 �-- WOMEN MEN IN WALL 6' MIN. � (� 1- {- 708 COLOR CONTRAST z V / < (n LL. I-I/7 z " o POSITION OF CLEAR FLOOR (braille description) (braille description) REQUIRED BETWEEN M1N. g H �~ OR GROUND SPACE FIRE EXTINGUISHERS DOMES AND CURB RAMP. � CLEAR �� o AND CABINETS UNIVERSAL SYMBOLSLLJ 7-7 TO CENTERLINE_ OF DISPENSER 2' DAP X FULL M WIDTH 0 EQUIPMENT MOUNT AT 60' A.F.F. TO CENTERLINE MAX3TIZJNCATED DOMES CURB RAMP w O 17 MIN. CLEAR ABOVE GRAB BAR PERMITTED BUILT-IN FLOAT FINISH CONC. SLOPE PER DO.T, REGULATION D- W I I/T MIN CLEAR BELOW GRAB BAR IN SHADED FOUNTAIN OR %SEA 5' MAXI 15' MIN FULL HEIGHT WALL HUNG COOLER 49CFR 37.21 SIDE WALL (WALL HUNG OR ADA /FACBC REFERENCE GUIDE FOUNTAIN OR COOLER FOUNTAIN OR COOLER 0000 MAX. 0.00000 Coco 0 110 MAx. SITE WALKWAYS, RAMPS, AISLES, ETC. -, o000000a°s°s0000' WATER FULL HEIGHT) lox SLOPE o8800 88888Soo 10% SLOPE TOILET PAPER DISPENSER STREAM o NOTE THESE ARE MAXIMUMS. LESS IS BETTER. 0 0 00000000 OUTLET LOCATION MINIMUM Z 30' MIN 48' MIN NOTE HC APTER ABOVE OUTET p DISPENSE? CUP 30' MIN �TMAIN 40Z2 ACCESSIBLE ROUTE MAXIMUM SLOPE 1 : 20 (5%) OR IT'S A RAMPI 5' O' 5'-0' ABOVE �, z CLEAR CUP DISPENSER 403.3 ACCESSIBLE ROUTE CROSS SLOPE MAXIMUM 1 : 48 (2%) FLOOR z FLOOORR 405.8 NO HANDRAILS REQUIRED AS LONG CURB RAMP SLOPES 13 I/2' MIN 13 I/2" MIN SPACE (SINGLE) .SIiV(�l' -D W MIN 6" MAX (LOW) o SPACE o ��--1 6• RISE AS GRADE ADJACENT IS FLUSH WITH FRONT 0 O MAX4 RAMP. IF NOT FLUSH, A 2' HIGH CURB IT-25 APPROACH d 6' RUN (SINGLE) IS REQUIRED AT EDGE OF RAMP. 1/4' MAX LOW SIDE APPROACH FAX SIDE (LOW) 502A PARKING SPACE MAXIMUM SLOPE 1 : 48 (2%) IN ALL DIRECTIONS. MOUNT SIGNS APPROACH n m 405.3 RAMP CROSS SLOPES MAXIMIUM 1 : 48 UP SON LATCH IDE OF DOOR \ .. 405.2 MAXIMUM RAMP SLOPE IS 1 : 12 (8.33%) SIGNFIGURE 3032 WATER �� 404.2.4.4 AREAS IN FRONT OF DOORS PER FIG. 25 ERS \ VERTICAL CHANGE N LEVEL i STREAM 48' MIN ARE TO BE LEVEL (CAN BE S 1 : 48 TO DRAIN PROPERLY) a 2 0 4' HIGH O z CLEAR FIGURE 308.2.1 DOOR I > MINIMUM ~ FLOOR (LOW) UNIOBST12UCTED z I/4'` I/2' c WALL HUNG STALL TYPE ABOVE ] SPACE 30" MIN FORWARD REACH FLUSH CONTROLS SHACOMPLY WITH FACBC 309 OUTLET-0-IIGF-0 LL ACCESSIBLE URINAL FR A d 0 20"max >20"-25"max BEV9IDCHANIGEINLEV� D Q p FIGURE 303.3 c p z CLEAR (LOW) HIGH AP RIOACH 2 Z CD SPACER SIGNS MUST BE MOIMID ON WALLS, NOT DOORS ADVISORY 303.3 BEVELED. i v c 0 IIGW x 60' MAX ABOVE FINISHED FLOOR TO CENTERLINE OF SIGN SPOUT HEIGHT AND FRONT 0 A CHANGE IN LEVELOF 1/2 INCH (13 MM) o APPROACH O a m E E E E \\ w TACTILE CHARACTERS TO BE LOCATED 48" AFF. MIN. IS PE2MITTED TO BE 1/4 INCH W4 NM) KNEE CLEARANCE _ i COLORS OF SI HAVE MM)© A! G 20h6HM rwa ,wD F ve w PER 2014 FIFTH EDITION FLORIDA ACCESSIBILITY � P24M APPROACH � " � � v � SIGN MO TH T VERTICAL PLUS CINCH MAY THE BEVELED. � a mwo ors � W«EWa,E SIDE a v r CONTRAST WITH INE INFOWTION SHOWN HERON ME 1HE NCH CODE FOR BUILDING CONSTRUCTION n HOWEVER, IN NO CASE MAY THE COMHINEO CHANGE IN LEVEL EXCEED I/2 INCH (13 MM). FI NW n oa asc aava+ z NO FEWER THAN TWO DRINKING WATER (a) (b) �-f' (13IANGE MW MUST T SEX LY WITH 4005NG RAMPS) �F0" `M1° "10°A0M g FOUNTAINS SHAD- BE PROVIDED. STREAM O 10" max > 10"-24" max 406 (CURBS) ONE DRINKING FOUNTAIN SHALL 4� (a) (b) 10" max n COMPLY WITH 602.1 THROUGH 602.6 M HIGH Z� �..._.._ . MINIMUM -a COMM. NO: 120115V8 �----- AND ONE DRINKING FOUNTAIN SHALL ABOVE �� o FIGURE 308.3.2 FIGURE 308.2.2 FIGL�2E 308.3.1 COMPLY WITH 6027. OUTLET OBSTRUCTED HIGH OBSTRUCTED HIGH UNOBSTRUCTED DATE: 15 AUG., 2016 pll.EPTION, WHERE A SINGLE ACCESS I B I L I T DETAILS DRINKING FOUNTAIN COMPLIES WITH SIDE REACH FORWARD REACH SIDE REACH BY: JNR 6021 THROUGH 602.6 AND 6027 CH KD: PD DISPENSER ACCESS IT TIMBE �1TTWWOSEPA�RATE SOME TERMS, SYMBOLS AND SPECIFICATIONS DRINKING FOUNTAINS. DRINKING FOUNTAINS AND WATER COOLERS REACH LIMITS MAY NOT APPLY TO THIS PROJECT. SHEET NO. IPDAT®W AAtIL ZtlW ACC OF ONE IVAN L� f ION ARCH I I - SCALE, 1' - 20'-0' TURAL MASTER P LAN �L- SOUTH SECOND STREET "ke 'Cop Y WD- ---� '4N RIVER OLDRIVE 7 n n 10 II 2 3 14 i i SALLEYPORT �- - - - - n n n u u u w -- H.C. I CASE a COURT ADMINISTRATOR - p`\\ WO�ENS CELL COURT MONITOS SECURITY 141 I JUDGE JUDGE 125 148 0 COURTROOM tt3 136 JUDGE COLJ12TR�OOM tt1 7 71 I 143 JURY�ROOM 135 137 107 124 [ ] LT, ELEC. " I ROOM RM. j 146 144 I D UTIE CASE UNISEX r--- ---, 142 L}-- - -- SUPERVISOR 9 38 134 J.A J.A. E 132A 132 J.A. W MEN - - 152 151EX ❑ ❑ �1 - - - - - - --�- - - - - - - - C TR Mtt2 - - - - - -�- - - - ---- - - - - - - UNIS - - - - H �J E D I -LC. ELEV. _= 150 UNISEX CFL S 123 CORRIDOR CORRIDOR 133 EQUIP, , 131 131 u RE -ADMIT NEW ---a ELEV. 147 , I" -a TI ELEV. PLEA 106 E IP. ROOM STORAGE 09 112 127 HALL 147 �! DO 1 HALLWAY C ] PRISO 149 ORRI 3-1 111 I HOLDING LAN ING 108 ELEV. � 126 145 � II 113 RISON COURTROOM tt3 COURTROOM tt4 HOLDING C 1342 SIF 2000 SF H.C. CELL - - - - - - - 130 - �- - - - - - - - - - - - CORRIDOR PLEA R '�; __—__ SECURITY OOM CO RTROOM tt2 101 r-- - --a 114 1264SP E 013RiBOR - _ 129 - - - - - - - - - - - - - - - - - - E CELL PPISONE12 T ELEV. �y , 105 CLOSET 15 161 `� w f_ ORRID 101 CELL SECURITY VEST. OFFICEEll ' MEN 104 n ENV TEMPORAf�, 4J ROOM INFORPFFIC ATI N 159 15 ' VEST. VEST. VEST. STORAGE CUST. STAIR �- - - - - - - - - D I I JANITO STORAGE I I [---REMOVE GLASS CORRIDOR CORRIDOR I I 12EFRONT AND FROAMES REPLACE L_—.—. 101_—_—_—_ 101 OFFICE I WITHNULATEDFRAMES i I AND INSULATED - - - - - - - - - - - - �- - - - - - I I IMPACT RATED I GLAZING - � C EV XOR I I H. EQ IP. ELEVATOR LOBBY r , EXISTING OFFICE TO AHU ON FIRST EXIST. ELEV. REMAIN. ALL EQUIPMENT LEVEL PREVIOUSLY LIFT TO BE REMOVED BY OWNER PRIOR COMPLETED TO CONSTRUCTION MECHANICAL ® I ELEV. ROOM 156 nor ENTRY LOBBY 3 4 5 7 A_6 7,3 9 0 II 2 3 4 A " FIRST FLOOR PLAN SCALE, 3/32" - 1'-0' COMM. NO:120115VB DATE: 15 ALQ, 2016 BY: .NR CH'KD: FB I 2 g 4 5 6 7 8 n I O I I 12 13 ADMINISTRATOR 229A JURY CONFERENCE J2U�DGAE JURY i CONFERENCE JUDGE E2L1E2gC JURY p CONFERENCE JUDGE JURY CONFERENCE JUDGE F22 247 SECRETARIES ,I n8A 228E n9 2248 2' 2I5B SECRETARY 213 T STOR. 212 ELEV. VEST. 9B 203 201 HEARING I HALL ALL HALL COURTROOM 217 1 1COURTROOM F2161 SECRETARY 222tF2-2O-Al CF2�-25ff IF 219 STOR 4ril. ELEV COURTROOM HOLDING COURTROOM 1370 SF JANITOR ASSISTANT 230 1085 SF AREA 1816 SF 1370 SF ADMINISTRATOR ELEV. 206 211 n9C 243 246 I 245 204 -- -- - - - - -- -- - - E E -- - - --q ST FFY�_- - - --� - - - - - - - - -- - - - - - a 4 WOMEN 233 CONFERENCE I CONF. 205 244 HALL 209 a HALL ST STAIR 232 ATTYS VEST. MEN 2 g � i VEST. , 208 234 IF242 203 �— ----- ----� —� JANITOR VENDING CURTAIN WALL 236 235 I SEE ENLARGED PLAN i I i TAMES AND GLASS _ CORRIDOR CORRIDOR I OFFICE I TO 12 REMOVED AND ----------- ------------� 2RI 207 ON SHEET -5 I I I I NEW INSULATED EPLACED WITH ��-------- \I I _�.�_�__.�_I�. I I I I IIv1PCnT�GLAZING LY �-- — — — — — I ` - - -- - -- I I -- - - - - - I -----' STOP. ELEVATOR ��— — — — — — — I -L� O I LOBBYEXISTING OFFICE T I 240 I I 202 ELEV AND DOOR TO BEWALL NEW I REMOVED BY GENERAL 1 2 REVISE AHU I SHAALLLRREMOVE A NER I A-6 A-6 DOOR AND STAIR I FURNITURE AND HEADER 238 I EQUIPMENT PRIOR TO OPENING I LOBBY ELEV. CONSTRUCTION MECHANICAL I � 201 I ROOM i -I-- - - l- - - - - - - --- - B B- -I------ - -�--- - -- - - -- -- - - -- - - I � I SEE ENLARGED PLAN ON SHEET A-5Op )f I �� A----- �- - ---- - - --- -- - - - - -- - -- - - - -�- - -- --- ----� 2 3 4 5 A-6 7.3 9 0 II 2 3 4 ' SECOND FLOOR PLAN SCALE, 1/8' - 1'-0" I � I I I I I ' I I I I � I JUDGE oCONFERENCE 327A 324 I SECRETARY 327 JAN. 328 JURY 330 CONFERENCE 325 I , 1 I , 1 I � JUDGE JURY 324A I F3-22-1 CONFERENCE 321 I I I I g � 10 II 12 13 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I JUDGE ELEC. JURY "CONFERENCE JUDGE "JURY CONFERENCE JUDGE 320A317315A 313 312A � 3 SECRETARY 3 SECRETARY 315 SCGKC I AK T 11 312 ACIiKC I HK I °J 324 224q I 224E 320 317A 317B �d 0o 315 314A 314E 312 9wf- - - - - CORRIDOR CORRIDOR STOR. 319 I 319 311 1 1 ELEV. ELEV. 1789 SF AREA UOU ar cov or JANITOR 342 I 345 344 303 306 3 304 08 330A 330E ' --- - -- - -- - - - -�-- - - - I- - - - I WOMEN i CONF. I343 HALL ®® 308 HALL I 332lo MEN VEST. STAIR 13071 333 17: jF 341 ----- --- �- / D JANITOR VENDING CURTAIN WAILF12AMES AND _ 335 334 - - I CORRIDOR OFFICE O BE REMOVED - - - - - SS CORRIDOR SEE ENLARGED PLAN ------ ---------------------� \\� L.-_-3�° _�.�_I_. 305 ONSHEET-5 i INEW MPACTI- AZINGAND REPLACED ITH GL - - - r E6 min min 1 min 7EM:j �,�LOBBYOR - ----- I 302 EXISTING OFFICE WALL ' AND DOOR TO BE ww I I ELEV. REMOVED BY GENERAL 1 2 REVI E AHU CONTRACTOR. OWNER A-6 A 6 DOOR AND , SHALL REMOVE ALL OPENING STAIR I EQUIPMENT PRIOR TO MECHANICAL TAI ELEV • CONSTRUCTION II R337 OOM LOBBY 301 1I I I I I ISEE ENLARGED PLAN ON SHEET A-5 A7 -� - - - - - - - - - - - - - ---- - - - - - - -- - - - - - - �- --O I I I A " TN I RD FLOOR PLAN SCALE, 1/8" - I'-0" © AI r= ii71FmmE PIA,B MD THE INPDPMTd! 04 M HEREIN ME 7K Pm:lm % mm RNRIRIN RIN EY /RaRRl:ls. PA ND REPIMCROK UNaLRURPS DR USE Tk m N ■INE OR N Rw 6 EXPRomY PRD- HRDFD MIRKm RRDIEN PURISM COMM. NO:120115VB DATE: 15 AUG.. 201E BY: JNR CH'KD: PD WEST ELEVATION SCALE, 1/8. - 1'-0' DESCRIPTION OF WORK SLC AHU REPLACEMENT DESCRIPTION OF WORK AND NOTES TO CONTRACTORS THIS PROJECT INVOLVES THE REMOVAL AND REPLACEMENT OF THE EXISTING MAIN AIR HANDLING UNITS ON THE SECOND AND THIRD FLOORS OF THE S.L.C. COURTHOUSE AMEX BUILDING. 2) IN ORDER TO PROVIDE ACCESS FOR INSTALLING THESE TWO VERY LARGE AHU'S A SECTION OF THE WEST ELEVATION CURTAINWALL MUST BE REMOVED ON ALL 3 LEVELS AND AFTER THE KNITS ARE MOVED INTO THE BUILDING THROUGH THE CREATED OPENINGS, THE CURTAINWALL MUST BE REPLACED WITH AN INSULATED, IMPACT AND WIND PRESSURE RATED ASSEMBLY USING NEW FRAMES AND GLAZING. 3) IN ADDITION, THE TWO AIR HANDLING UNIT CLOSETS MUST HAVE THE MASONRY HEADER RAISED AND NEW DOUBLE DOORS OF PROPER WIDTH AND HEIGHT, AND UL RATING, INSTALLED TO FACILITATE PROPER CLEARANCES FOR THE UNITS. 4) TI-E OFFICES LOCATED AT TI-E WEST END OF EACH CORRIDOR ON THE FIRST, SECOND AND THIRD LEVELS MUST BE REMOVED IN THEIR ENTIRETY. THE ORIGINAL BUILDING DID NOT HAVE THESE OFFICES IN THE DESIGN. THEY WERE ADDED AT A LATER DATE TO FACILITATE NECESSARY ADDITIONAL OFFICE SPACE. THEY WILL NOT BE REPLACED. 5) CONTRACTOR SHALL UTILIZE 2ND STREET FOR MOBILIZATION AND DELIVERY OF THE 2 AHUPS AND BE RESPONSIBLE FOR CRANE, RIGGING, CREW, AND SAFETY WITHIN A PUBLIC RIGHT OF WAY WHILE PLACING THE UNITS INTO THE BUILDING THROUGH THE CREATED OPENINGS. 6) PATCH AND PAINT OF EXTERIOR AND INTERIOR AREAS AFFECTED BY WORK IS REQUIRED. 7) CONTRACTOR TO PROTECT EXISTING FLOORING IN CORRIDORS WHEN CONVEYING NEW AHU'S TO EXISTING CLOSETS. 8) CONTRACTOR SHALL REMOVE ALL GLAZING AND FRAMES IDENTIFIED AND 2 EXISTING AHU'S FROM THE JOB SITE. 9) THE OWNER HAS CONFIRMATION THAT AN ENERGY CODE IS NOT REQUIRED FOR THE GLAZING CHANGE OUT, BUT THE REPLACEMENT GLAZING AND FRAME ASSEMBLY MUST COMPLY WITH CURRENT FBC FOR WIND PRESSURES AND AIRBORNE DEBRIS IMPACT RESISTANCE. 10) ALL AREAS OF PORCELAIN FLOOR TILE AFFECTED BY REMOVAL OF CURTAINWALL FRAME ASSEMBLY MUST BE REPLACED/REPAIRED WITH SIMILAR MATERIAL. ID PERMITTING THE PROJECT WILL BE THE OWNER'S RESPONSIBILITY WITH THE SLC BUILDING DEPARTMENT. OWNER WILL COMPLETE THE APPLICATION, MONITOR ROUTING, AND PAY ALL APPLICATION FEES. PERMIT COSTS FOR CONSTRUCTION WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. COST FOR SECURITY SERVICES SHALL COME OUT OF THE CONSTRUCTION CONTINGENCY FUND STIPULATED ON THE BID FORM 12) CONTRACTOR WILL BE RESPONSIBLE FOR SECURING THE BUILDING AT ALL TIMES WITH MATERIAL AND PERSONNEL DURING NORMAL COURT OPERATION HOURS FOR THE DURATION OF THE PROJECT. CONFIRM AUTHORIZED SECURITY COMPANY WITH THE SHERIFF DEPUTY OF THE ANNEX. 13) THE OWNER HAS OBTAINED AN EXEMPTION FROM THE SLC BUILDING DEPARTMENT FOR THE FLORIDA MODEL ENERGY CODE AS THIS PROJECT IS CONSIDERED MAINTENANCE AND REPAIR. 14) INSTALLATION OF THE AHU'S THROUGH THE CORRIDORS CAN ONLY OCCUR DURING NIGHTS OR WEEKENDS. THE COURTHOUSE ANNEX WILL BE IN OPERATION DURING ALL PHASES OF CONSTRUCTION AND THE CORRIDORS CANNOT BE BLOCKED TO PUBLIC ACCESS. IN ADDITION, THE CONTRACTOR IS ADVISED TO DECOMMISSION ONE EXISTING AHU AT A TIME AND ONLY WHEN THE EXTERIOR TEMPERATURE FORECASTED HIGH TEMP FOR THE DAY IS 72F OR LESS. THE COURTROOMS WILL BE IN USE ON BOTH THE 2ND AND 3RD FLOORS AND WITHOUT A/C THE WORK SPACES AND COURTROOMS CAN BECOME UNCOMFORTABLE VERY QUICKLY. WORK IS SCHEDULED TO BE JAN, FEB OF 2017. 15) CONTRACTORS SHALL CONSIDER WHEN COURT IS IN SESSION AND ANY LOUD NOISE GENERATED BY EQUIPMENT, I.E. HAMMER DRILLS, CONCRETE SAWS, ETC., THAT A JUDGE CAN DETECT IN THE ACTIVE COURTROOM, HE/SHE WILL REQUIRE THE WORK TO CEASE. CONSIDER INCLUDING NIGHTS AND WEEKEND WORK IN YOUR SCHEDULES TO KEEP THE JOB MOVING FORWARD. THE BUSIEST COLT DAYS ARE MONDAY, TUESDAY AND WEDNESDAY. 16) CONTRACTOR TO REMOVE AND REPLACE DAMAGED GRANITE GROUND PANELS AT WEST CURTAINWALL. OWNER WILL SUPPLY MATERIAL GRANITE ONLY AND IT WILL REQUIRE CUTTING BY THE GENERAL CONTRACTOR FOR PROPER FIT. COST FOR REMOVAL AND REPLACEMENT WILL COME OUT OF THE CONSTRUCTION CONTINGENCY FUND STIPULATED ON THE BID FORM. 17) CONTRACTOR SHALL PROVIDE A BACKGROUND CHECK ON ALL WORKERS, TRADESMEN AND SUBCONTRACTORS WHO WILL BE ENTERING THE BUILDING. DATA MUST BE PROVIDED TO THE SHERIFF'S DEPUTY AT THE ANNEX WHO IS IN CHARGE OF SECURITY, PRIOR TO COMMENCEMENT OF CONSTRUCTION AND WITH UPDATES AS REQUIRED DURING CONSTRUCTION. ADDITIVE ALLOWANCE #I CONTRACTOR MUST COORDINATE ALL ACCESS HOURS AND COURTHOUSE SECURITY WITH THE SHERIFF DEPUTY ON SITE AT THE COURTHOUSE ANNEX. ALL AFTER HOUR SECURITY COSTS WILL BE THE CONTRACTOR'S RESPONSIBILITY. ALLOWANCE OF $10,000.00 MAXIMUM. **END NN i, +50'-T mom w -J a o Z m o_ W W Q � coO V)Cy N m o N o ~Q� Z W V) a S Z o-a, SON H z J V N (L Z = Ui rm .. J 0w a mw0 0 W U) w = c0 > IL U) l'- m F U W Q I U m Q I Q � Q J Q W V) W Z z� Q � WZ 0WQ Q 0 J lL o W �C'4 d U � °z� U lu D5E 8 a V / U) H U w 0 Ir cr a O li z Z 0 w w Q 0 O Z C AI G�Fi.,ESE P AND THE INFORMATION 94M HEREIN ARE THE PROEfRR' OF EN DATE M Fll*ET ANDUMM PA = RD'tIW mom �NF5 OR USE 1ND®F N NIOIE DR N NRf N FN'RDNLT PRD- N9R0 MIDIWf NNIFN PFAW900N. COMM. NO:120115VB DATE: 15 AUG., 2016 BY: -w CH'KD: PO SHEET NO. A-4 OF NINE I LI 2,1 3 4 i I i I I � � , " PART I AL SEC SCALE, 114' - 1'-0' ND FLOOR PLAN ' PARTIAL THIRD FL SCALE, 114' - 1'-0' I 12 R PLAN L ASSEMBLY TO AND REPLACED COMM. NO:120115VB DATE: 15 AUG., 2016 BY: .JAR CH'KD: PD hl"tt: v. f�wajr { 3+ra�",.♦'` ' +�2*�?���d4^r^ �an. � �'r¢�,��;.�.1�1'N•,'it�,_' �i: 4�..� ' h#.�. ' ; . � » g - • "t ix'{` Fs�Y 1a.� �. 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UJ _ i uri � - W o2X)43X/4�/' x to �o� X o 4 -o9Xyrr l(o 64• W t4 Peon`✓ a I� Xp,�Ns�dN Bari i -.Se, Mi&ILJTE r-a-P,06 w Cos s Eeo)m/�����--IN•ro y -N/ stA4/ S 3 �(o�rA.17�lR. otZ4��W ��5�' i E w/A! IuSu Tn 7 �l4 6;,a FRS , -- 2oMlr► 62t4TrN� 2 17AX-,!; orti•srl, $ur*A- rAN•zt9c'44 N . r ��^^ e mmizo r r -Ab - , I MM5177m) S�Urr� SrVI- VIAK km✓L 1X7-70nQ, r r r - poop. e MLI clo . C POs CkddNG�� -- of85uic-YI 1 \ I pz 1 r ' I V N90161 Imm Pum Am nt WorMAT K SHM MOM Na THE FRWEMY 6 MW MOM KNIT NOMM V.A. AND rm4MC DKS, 0SM000 OR USE rAw N wm fB N W 6 E)PP W m- NND! ■ WT NNNR N]ONNNI - COMM. NO:1201 DATE: l 5AJ& ;?414 BY: Im CH'KD: PD SHEET NO. A-6, OF - W Y a o Z D- w m w coo V) N N mN o LLJ � ~Q Z a G Zo l U O-0) Ld C 4. O (D I-' z u- ^ J N V d=^ LdLAJ a.. Z = >-m .. U La J a MOZ 0 EnW2 w ro > a 2 I�- +15'-2' _ +30'-4. ` .... k x oL +45'-6" W / D d IST, 21�D, 3RD / d d 312D FLOOR SLAB D ° ,. ° D d. D D d d D - ° D zo FLOORS /gyp ` j 1 1n f LOORS \ I P) 1 •J p d. p D. , ° v • •° D • D p Q Q ' I d o •zo D — Q M.E.P. SYSTEMS J Q J M.E.P. SYSTEMS O� M.E.P. SYSTEMS GRANITE u� _ Q � D• I I I ° I I 1 3 3 I p{ d A-8 A-8 0 1ui / / STUCCO S.A.T. CLG. ui SOFFIT S.A.T. CLG. S.A.T. CLG. A-8 Z L�(WW u N N Q OW o ILI a Q IL � UD � U Q � Q FULL HEIGHT SINGLE � a O 0 �0 O SECTION OF GLASS U S' U Z CURTAIN WALL, THREE O W a Z+" in X j IN PANELS WIDE Q 14 O Q U oc ozl>' W- 0 o U na° U5 Q a U w O w O O_ u- 4 A-8 2 2 / A-8 A-8 v IST, 2ND, 3RD FLOORS (TYP) AT +15'-2' FL. TO FL. �, +15'-2' ,{, +30'-4' D D o d 3RD FLOOR SLAB O'-0' GROUND FLOOR SLAB p o p 2ND FLOOR SLAB 1 ° n D \ • •D • NOTES ° BUILDING WAS ORIGINALLY CONSTRUCTED ZO WITH GROUND FLOOR SLAB AT 18'-0" = D D d tn d • • Z Q_ W Er c� W o IST FLOOR TO 2ND FLOOR SECTION 2ND FLOOR TO 3RD FLOOR SECTION 3 RD FLOOR TO ROOF DECK IN z SCALE 3/4' - I'-O' SCALE- 3/4" - 1'-0' SCALE 3/4" - I'-O' Q AI Ir ?nlh ESE PLANS AND THE INFONMINN SHONM HEREIN ARE 714E PRORNR' M MM RNRIIRN MW AWIRM PA AIN RE VOMMIDNE. ONOIOSURES M USE NEIN:F N NINE OR N RNf N ENRIEM P✓R- HNRO Wlm f NNNN PNNN9NL COMM. NO:120115VB DATE: 15 ALM, 2016 BY: -w CH'KD: PD SHEET NO. 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A-8 OF - Product Selection Guide APRIL, 2016 DECEMBER, 2015 1600 Wall SystemTM2 Curtain Wall DECEMBER, 2015 1600 Wall SystemTM2 Curtain Wall 1600 Wall SystemTM2 Curtain Wall DECEMBER, 2015 CURTAIN WALLS EC 97911-091 EC 97911-086 FEATURES EC 97911-086 PICTORIAL VIEW 1" INFILL DETAILS EC 97911-086 SCALE 3" =1'-0" Product 1600 Wall SystemTM1 1600 Wall Sy5temT"2 1600 Wall System "31 1600 Wall SystemT"4 Curtain Wall Curtain Wall Curtain Wall Curtain Wall Features 1600 Wall System TM21s an outside glazed structurally silicone glazed curtain wall ;A Catalog Section Curtain Walls Curtain Walls CurtainWalls Curtain Walls • 1600 Wall SystemTM2 has a 2-1/2" (63.5) sight line • Standard 6" (152 4) or 7-1/2" (190 5) depth systems 2 7 1 Typical Standard infill options 1/4" (6 4) and 1" (25 4), other infills available a Detail - •Thermally Broken by means of a continuous 1/4" (6.4) low conductance spacer _�- • Concealed fastener joinery creates smooth, monolithic appearance ---------- 4 Slghtllne 2-irr 2-10 2.1n• 2-1/4• • Open -back horizontals and perimeters are available for cost savings 7 _ Depths 6", 7-v2" 6", 7-112' 6", 7-1/2- 6•, 7-12' • Shear block fabrication method • Corners and splayed mullions available 00 1A Applications Lox to Mid -Rise Lowto Mid -Rise Low to High -Rise Low 10 High -Rise 6 _- • Offers integrated entrance framing systems Infill Options Up to 1.118" Up to 1" Up to 1" Up to V • Silicon compatible glazing materials for long-lasting seals 9 6A 9A Glazing Options Outside Glazed outside Glazed Inside Glazed made Glazed • 1600 Wall SystemTM2 has been small and large missile impact and cycle tested 913 - -- - Outside Glazed Outside Glazed A jry, Silicone Compatible Silicone Compatible ry • Two Color Option a Z 11 (; Isostmt or Optional 0 8 Thermal Elastomer, Elastomer, IsoSirulTM IsoLockTM PermanodicTM anodized finishes In seven choices ELEVATION IS NUMBER KEYED TO DETAILS �M - 2 Fiberglass Pressure Plate Fiberglass Pressure Plate Pour and Oebndge "+ Available Available • Painted finishes In standard and custom choices SSG No Yes Optional No l - 6 2 Color Option Yes Yes Yes Yes Optional Features - 7 -1n• pao s> Integrated Entrance Yes Yes No No • Steel reinforcing available _ Framing I ------ a1n• • Rain screen and backpans Windows Yes Yes Yes Yes I lJrJJ Integration • Optional deep profile and bull -nose covers available ' ' 1 I � � g 3 GLASSventrm vas Yes Yes Yes • Deep and heavy -weight mullions available 1 Integration I k- -- VersoledTM Sunshade Yes Yes No No •Fiberglass pressure plates available Integration - _ Fabrication Shear Block • Veneer system available sA Method Shear Block Shear Block Shear Block Screw Spline • _ Integrates with concealed GLASSventTM for curtain wall An outside glazed pressure A silicone glazed ribbon window An insidefoutside glazed A lower profile pressure wall that Integrates with VersoledTM Sunshade Outrigger System and Horizontal Single ��JJJ, . 3r 4 h I oSlrutT" thermal 5) - w h i designed to easel system that eliminates exterior pressure wall that utilizes the utilizes t e s g all that s J. 9 ll y P integrate with 1600 Wall vertical covers and alters fast IseSlrut"' thermal break on the break for superior structural Blade Systems SystemTM2 It is ideal for "stick" erection and inside vertical mullion This provides and thermal performance A 6" �— -- -' Product low to mid -rise curtain wall glazing superior structural and thermal ribbon window version is • Profit$MakerTM plus die sets available Description applications where high performance Spandrel glazing available with the lsoLock"' Pour 1 performance is desired and/or re -glazing 1s easily and Debridge Thermal Break • Hurricane impact resistant framing option: 7-13/16„ (198 4) OPTIONAL STEEL It is also the right choice for handled from the exterior REINFORCING high -span applications f _ Product Applications AS REQUIRED 5 Testing for Protective Small Missile, Large Missile, Small Missile Glazing BlastMiligation Large Missile • Ideal for low to mid -rise applications where high performance is desired 9A 9B - AAMA 5011,AAMA 5014,AAMA AAMA5011 AAMA501 I AAMA501I • It is also the right choice for high span applications 507, AAMA 1503, AAMA 507 AAMA507 AAMA 507 i i pq ASTM E90. ASTM E283, AAMA 1503 AAMA 1503 AAMA 1503 .I ASTM E330, ASTM E331, ASTM ASTM E90 ASTM E283 ASTM E283 Performance F1642, ASTM El886, ASTM ASTM E283 ASTM E330 ASTM E330 6 {'�; Test Standards E1996, ASTM E330 ASTM E331 ASTM E331 'Y —j; CSA-A440.00, ASTM E331 NFRC 10012001HO NFRC 10012001500 p _ J �� r /I NFRC 100200/500, CSA-A440 —5��1 �ryrV`4I%J 7 _AAe i`c..Ef'am:et By VAWA) - TAS 201, 202, 203, NFRC 1002001500--W)�Vb„ I `6 t r.,.y� MOP, � �FkC A� • 1 / / i • J 1 / - i - ` / v / UFC 4-010-01 .�(,kt(�`/yam Yr�Vt J '�t�µ/ry' L(C�. y�1ti/��1l/ti�t kavmear cam n�/l'jr•bT/ly Dr" t rwr�reii / �l%t'/�v�/ �`Tc4✓MT/ �lik+�••v^"'_•� , FIICKAWNEER AOM004EN — _ M dy r". I _ v gym►-r-r� -rz� - A kei!41 DECEMBER, 2015 1600 Wall SystemTM2 Curtain Wall DECEMBER, 2015 1600 Wall SystemTM2 Curtain Wall 1600 Wall SystemTM2 Curtain Wall DECEMBER, 2015 DECEMBER, 2015 1600 Wall SystemTM2 Curtain Wall EC 97911-086 1/4" INFILL DETAILS EC 97911-086 HURRICANE IMPACT RESISTANT DETAILS ANCHORING EC 97911-086 EC 97911-086 ANCHORING SCALE 3" = V-0" SCALE 3" = V-0" NOTE DETAILS SHOWN WITH 1-5/16" INFILLAND ARE GLAZED FOR LARGE MISSLE IMPACT (LMI) Actual project conditions will determine specific anchor design Details on this page are for reference only Actual project conditions will determine specific anchor design Details on this page are for reference only 1 SEE NEXT PAGE FOR OTHER GLAZING OPTIONS to 1 ( 1 2� 1 v v 2 N � Q d ° 3 7-13116" t I 1"(254) MINIMUM 5 7 7 6 I ___________ 5A 4 d 6A I I 2 10 2 7 7A 78 _ 9 I _ _ _ _ Q 4 - III f'- - 1 I I 6 d 6A 4 d ELEVATION IS NUMBER KEYED TO DETAILS 6 1 EXPANSION IIu III ANCHORING TO HORIZONTAL ANCHORING TO FLOOR SLAB -- - ELEVATION IS NUMBER KEYED TO DETAILS HORIZONTAL y ll�-J�� ^ STRUCTURAL STEEL t 214 . -7_ _.L _7 7- _ �ul 5114'(1334) 1 Mz _� 6 3/4' (171 5) (as s) 5 6 i 7 Q � 1- (254) MINIMUM ,- ------------ 3 ------- a 6A----------- ° 4 d�Jo 4 III __________________a_____ - ,— 4 OPTIONAL STEEL 4 ANCHORING TO SUPPORT STEEL REINFORCING AS REQUIRED ' --------- - - Fil 5A 7C() P _ - 7A 7B L :. 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