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7920 Gall Blvd (2)
f Q Il Humana Guidance Center - Zephyrhills Zephyrhills, FL ISSUE FOR PERMIT 0 0 N O N r— N r— 07.27.2012 ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES r<EVIEVV DATE CITY OF ZEPHI � 1 � yR PLANS EXAMINER gS �92-0 G4 i -i1 I/D WBMITTEB PLAN(S) HAVE BEEN REVIEW10 2Y ZEP1 ILLS*R MARSHAL'S OFFICE Date. �aiewor: Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 V10 K One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 ,In Association with SDM Consulting Engineers MEP Engineer 135 Almeria Ave_ ` Coral Cables, FL 33134 305.446.2788 Key Plan Professional Seals Jonathan Rae License # ARO 94342 No. Issue Description YYYY-MM-DD ARCHITECTURAL /INTERIORS ABBREVIATIONS AB - ANCHOR BOLT AC -AIROONDITIONING ACC - AOCESSI BLE ACOU.S -ACOUSTICAL AD - AREA DPA N ADD - ADDITIONAL. AM - ADJUSTABLE AFF -ABOVE FINISH FLOOR AIGP - AGGREGATE ALT -ALTERNATE ALUM -ALUMINUM -ANCHOR ANCH ANNO -ANODIZED APO -ACOUSTICAL PANEL CEILING -APPROVED APPD APPROX -APPROXIMATE ARCH - ARCHITECTURAL ATC - ACOUSTICAL TILE CEILING AUTO -AUTOMATIC AV -AUDIOVISUAL BD -BOARD (E) - EXISTING ID - INSIDE DIAMETER/ DIMENSION CA - OUTSIDE AIR S - SOUTH E - EAST IN - INCH OC - ON CENTER SA -SUPPLY AIR EA - EACH INCAND -INCANDESCENT OCEW - ON CENTER EACH WAY SAN - SANITARY EB - EXPANSION BOLT (EXPANSION ANCHOR) INCL - INCLUDED/ INCLUDING OD - OUTSIDE DIAMETERDIMENSION SC - SOLID CORE EIFS - EXTERIOR INSULATION AND FINISH SYSTEM INFO - INFORMATION OFCI - aNNER FURNISHED, CONTR INSTALLED SC HED - SCHEDULE EFS - EXTERIOR R NISH SYSTEM I NSUL - I NSULATION OFOI - O✓bNER FURNISHED, OMER INSTALLED SD - STORM DRAIN / SOAP DISPENSER EJ - EXPANSION JOINT INT - INTERIOR OFF - OFFICE SECT - SECTION EL - ELEVATION INTERIM - INTERMEDIATE CH - OVERHEAD SF - SQUARE FEET/FOOT ELEC - ELECTRICAL INV - INVERT OPH - OPPOSITE HAND SH - SPRINKLER HEAD ELEV - ELEVATOR IPS - INTERNATIONAL PIPE STANDARD OPNG - OPENING SETT -SHEET EMERG - EMERGENCY I RMA - INVERTED ROOF MEMBRANE ASSEMBLY CPP - OPPOSITE SHR - SHO \F-R ENCL -ENCLOSURE OPPHD - OPPOSITE HAND SIM - SIMILAR EP - ELECTRICAL PANEL BOARD ORD - OVERFLOW ROOF DRAIN SM - SHEET METAL OR SQUARE METER (METRIC) EQ - EQUAL OUTS - OUTSIDE SMS - SHEET METAL SCREW EQUIP - EQUIPMENT CVI-ID - OVERHEAD SND - SANITARY NAPKIN DISPENSER ESCAL - ESCALATOR JAN - JANITOR SIP - STANDPIPE B/ C - ELECTRICAL WATER COOLER JC - JANITORS CLOSET SPEC - SPECIFICATION FXH - EXHAUST JST - JOIST SPR - SPRINKLER EXP - EXPANSION JT -JOINT SPKR -SPEAKER EXIST - EXISTING P - PAINT SD - SQUARE EXT - EXTERIOR PAV - PAM NG SSE - STRUCTURE SLAB ELEVATION PARTN - PARTITION SST - STAINLESS STEEL PATD - PAPERTOJVFL DISPENSER SSK - SERVICE SINK K - KIP (1000 LB) PBD - PARTICLEBOARD STA - STATION KPL - KICK PLATE PC _ PRECAST CONCRETE STS - SELF TAP SHEET METAL SCREW BEJ - BRICK EXPANSION JOINT FA - FIRE ALARM KG -KILOGRAM PDF - PCV DER DRIVEN FASTENER STD - STANDARD BLDG - BUILDING FB - FACE BRICK KIT -KITCHEN PERF - PERFORATED STL -STEEL BUK -BLOCK PC - FACE KO -KNOCKOUT PERI M - PERIMETER STLJST - STEEL JOIST BM -BEAM FD - FLOOR DRAIN PERP - PERPENDICULAR STOR -STORAGE BOT - BOTTOM FDC - FIRE DEPARTMENT CONNECTION PF - POINT OF FROG STRG - STRINGER BRK - BRICK FDN - FOUNDATION PL - PLATE STRL - STRUCTURAL BSIMT -BASEMENT FE - FIRE EXTINGUISHER PLAM - PLASTIC LAMINATE STRUC SUBCATTRUCTURAL BT - BOLT FEC - FIRE EXTINGUISHER CABINET L - LONG OR LITER (METRIC DOGS) PLAS, _ PLASTER SUSP - SUBCATEGORY BUR - BUILT-UP ROOFING FF&E - FURNITURE, FINISHES & EQUIPMENT LAB - LABORATORY PUBIS - PLUMBING SYMVI - SUSPENDED FFEL - FINISH FLOOR ELEVATION LDG - LANDING PLF -POUNDS PER LINEAR FOOT SYS - SYMMETRICAL PH - FLAT HEAD LAM -LAMINATE/ LAMINATION PLED - PLNANOOD - SYSTEM FHC -RREHOSE CABINET FIN - FINISH CAB - CABINET FIXT - FIXTURE CAT - CATEGORY FL - FLOOR CB - CATCH BASIN FLASH - FLASHING CBD - CHALK BOARD FLUOR - FLUORESCENT CBU - CEMENTATIONS BACKER UNIT FO - FACE OF CEM -CEMENT FP - FIRE PROTECTION CER - CERAMIC FPG - FIREPROOFING CG - CORNER GUARD FIR -FRAME CH -CHILLER FT -FEET CFAN -CHANNEL FRTW - FIRE RETARDANT TREATED WOOD CI - CAST IRON FTG - FOOTING CP -CAST-IN-PLACE FURN -FURNITURE CJ -OONTROLJOINT/CONSTRUCTION JOINT PURR -FURRING CL - CENTER LINE FVWC - FABRIC WALL OONVERING CLG - CEILING FVWP - FABRIC WRAPPED PANEL OUR - CLEAR CMU - CONCRETE MASONRY UNIT -COUNTER CNTR CO - CLEANOUT COL -COLUMN G -GROUND COMPART - COMPARTMENT GA - GAUGE / GAGE OOINC - CONCRETE GAR-V - GALVANIZED CONp - CONDITION GB - GRAB BAR CONN - OONNECTION GC - GENERAL CONTRACT(OR) CONT -CONTINUOUS GRC - GLASS FIBER REINFORCEDCONCRETE CONTR -CONTRACTOR GRG - GLASS FIBER REINFORCED GYPSUM COORD - COORDINATE GL - GLASS CORR - CORRIDOR GR - GRADE CT - CERAMIC TI LE / COOLI NG TOJWER GRD -GROUND CTR -CENTER ENTER GYPBD - GYPSUM WALLBOARD CTSK - COUNTER SUNK CUV - COLD WATER (PIPING) DA - DISABLED DBL -DOUBLE DEG -DEGREE DEMO - DEMOLITION DEPT - DEPARTMEN T DIET - DETAIL DF - DRINKING FOUNTAIN DIA - DIAMETER DI FF - DIFFUSER DIM - DIMENSION DIS - DISABLED DISP - DISPENSER DMPF - DAIVP PR00FI NG DMT - DEMOUNTABLE DN - DO/\iN DO -DOOR OPENING DIP - DIMENSION FONT DPTN - DEMOUNTABLE PARTITION DR -DOOR DRN - DRAIN DS - DO V*4SPO_TT DW - DISHWASHER DV,G - DRAW NG DVR - DRAVWER LOCATION MAP 24 c H - HIGH / HEIGHT HB - HOSE BIBB HC - HOLLOWOORE HOP - HANDICAPPED HDW - HARDWARE HDVWD - HARDWOOD HS - HEAT STRENGTHENED (GLASS) HM - HOLLOW METAL (STEEL FRAME) HNDRL - HANDRAIL HO - HOLD -OPEN HO RIZ - HORIZONTAL HPT - HIGH POINT HRC - HOSE REEL CABINET HR - HOUR HSS - HOLLCWSTRUCTURAL SECTION HT - HEIGHT HVAC - HEATING, VENTILATING, AIR CONDITIONING HW - HOT WATER HYDR - HYDRAULIC LAV -LAVATORY PNL -PANEL LB -POUND POL -POLISHED LF - LINEAR FOOT FIR - PAIR LKR -LOCKER PREFAB -PREFABRICATED LIN - LINOLEUM PROJ - PROJECT ILH - LONG LEG HORIZONTAL PSF - POUNDS PER SQUARE FOOT LLV - LONG LEG VERTICAL PT - POINT LN - LINE PTD - PAINTED LT - LIGHT PTN - PARTITION LPT - LOW FONT PTR - PAPER TOJWEL RECEPTACLE M - METER, METRIC QT - QUARRY TI LE MACH - MACHINE QTY - QUANTITY MAINT - MAINTENANCE MAS -MASONRY MATL - MATERIAL MAX - MAXI MUM MB - MACHINE BOLT (R) _ RELOCATED MBL - MARBLE R -RADIUS OR RISER (PIPING) MDF - MEDIUM DENSITY FIBERBOARD RA - RETURN AR MEP - MECHANICAL, ELECTRICAL, PLUMBING RAID - RADIUS MDO - MEDIUM DENSITY OVERLAY PLYWOOD RB - RESI U ENT BASE MECH - MECHANICAL RCP - REFLECTED CEILING PLAN MEMB - MEMBRANE RD - ROOF DRAIN MET - METAL RECOM - RECOMMENDED MEZZ - MEZZANINE RECPT -RECEPTACLE MFR -MANUFACTURER REC -RECESSED M-T - MANHOLE REF -REFERENCE MIN - MINIMUM REFL - REFLECTED/ REFLECTIVE/ REFLECT MISC - MISCELLANEOUS REFR - REFRIGERATOR MM - MILLIMETER REG - REGISTER MID - MASCNRYOPENING REINF - REINFORCED/ REINFORCING MS - MACHINE SCREW REL - RELOCATE MTTD - MOUNTED REM - REMOVABLE MTG - MOUNTING RED - REQUIRE/ REQUIRED MTL - METAL RESI L - RESILIENT MULL - MULUON REV - REVISION / REVISED RM - ROOM RO - ROUGI I OPENING RTD - RATED RTG - RATING N - NORTH, OR NEWTON RAL - RAIN WATER LEADER NA -NOT APPLICABLE NO - NOISE CRITERIA NIC - NOT IN CONTRACT NO -NUMBER NOM - NOMINAL NIPS - NOMINAL PIPE SIZE NTS - NOT TO SCALE T&G - TONGUE AND GROOVE T -TREAD/THERMOSTAT TB - TO✓WEL BAR TC - TOP OF CURB TOONC - TOP OF CONCRETE TEL - TELEPHONE OR TELECOM TEMP -TEMPERATURE TER -TERRAZZO TGB - TOGGLE BOLT THK - THICKNESS THRES -THRESHOLD THRU -THROUGH TKBD -TACKBOARD TMPD -TEMPERED TO - TOP OF (SEE OTHER WORD) TOS - TOP OF SLAB, TOP OF STRUCTURE TOSTL - TOP OF STEEL TP - TOP OF PAVEMENT TPD - TO LET PAPER DISPENSER TRACT - TRACTION TV - TELEVISION TW - TOP OF WALL TYP - TYPICAL UNPIN - UNFINISHED UON - UNLESS OTHERWISE NOTED UR - URINAL VAC - VENT] LATIONANDAIRCONDITIONING VCT - VINYL COMPOSITION TILE VERT - VERTICAL VEST -VESTIBULE VIF -VERIFY IN FIELD VR - VAPOR RETARDER VT - VINYL TILE VAG - VINYL WALL OOVERING W/ - WITH W - WIDE, W DTFUWEST, W DEFLANGE VO - WATER CLOSET WWD -WOOD VWDA - WINDOW W/O - WTHOUT VVP - WATERPROOFING VWPM - WATERPROOF MEMBRANE VWIPT - WORK POINT VWR - WATER RESI STANT/REPELLANT WWS - WEATHERSTRIPPING VWSCT - WAINSCOT WT -VWEIGFTT VWW - WALL TO WALL DRAWING ANNOTATIONS DRAW NG TITLEBAR ___----- --.. DRAW NG IDENTIFICATION TITLE - DRAW! NGG TITLE 1/9' = T-0, ORIGINAL SCALE GRAPHIC SYMBOLS: CALLED NORTH ^4 TRUE NORTH PROPERTY LINE SOOPE OF NEW WORK EXISTING WORK (GORE & SHELL) 1 1.1 COLUMN CENTER LINE A' COLUMN GRID NUMBER DIMENSICN LINES: CE DRAWL NG REFERENCE SYMBOL: REFERTO THIS DRAWING IDENTIFICATION REFER TO THIS SHEET: SHEET NUMBER CATEGORY DISCIPLINE BUILDING / WALL SECTION REFERENCE: REFER TO THIS DRAW NG 3; IDENTIFICATION A701 REFERTOTHIS DRAWING IDENTIFICATION 1 3 1/ A601 A501 4 A601 2 3 EXTERICRELEVATIONS INTERIORELEVATIONS DETAIL REFERENCE: REFER TO THIS DRAW NG IDENTIFICATION 111 2 A941 SPACE NAIVE / NUMBER SYMBOL: ROOM SPACE I DENTI FICATION GRAPHICARTRCMIS: NAME 101 -1 SPACE NUMBER FF EL ob FL ELEVATION I TI— 0-0 D�1 DIMENSION POINT PARTITION/ DOOR TYPE SYMBOLS: +12" NOTE: INDICATES DOORTAG OPTION 1: PARTITION TYPE TAG +/- FROM REF ELEVATION DOOR NUMBER HARDWARERC GUP ALIGN NOTE: INDICATES FRAME TYPE FINISHED SURFACES 0 0 SHALL ALIGN It 2A3A -- PARTITION TYPE TAG WELD SYMBOL: BUILDING SUMMARY PROJECT ADDRESS: 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA33541 APPLICABLE CODES: 1. 2010 FLORIDA BUILDING CODE 2.2010 FLORIDA FIRE PREVENTION CODE 3.2010 FLORIDA MECHANICAL CODE 4.2010 FLORIDA PLUMBING CODE 5.2010 FLORIDA GAS CODE 6.2010 ELECTRICAL FLORIDA BUILDING CODE 7.2010 FLORIDA BUILDING ENERGY EFFICIENCY CODE 8.2010 FLORI DA ACCESSI BI LITY CODE PROJECT DESCRIPTION A CONSTRUCTION TYPE: TYPE 1 B ASSUMED B. OCCUPANCY CLASSIFICATION: B C. NO. OF FLOORS: 1 F. AUTOMATIC SPRINKLER: YES H. PROJECT AREA: 4,939 S.F.(GROSS) LENGTH & SHEET NOTE SPACING VWFI D THROAT SIZE FRAME TYPE r 3@12 N 1/8' WELD A NOTE REVISION SYMBOLS: WELD TYPE WELD ALL BEL0VV LINE=ARR3lWSIDE AROUND ABOVE LINE=OPP SIDE REVISED AREA REVISION NUM 100 FLORIDA BUILDING CODE 2010 NATIONAL FIRE PROTECTION ASSOCIATION TENANT OCCUPANCY CLASSIFICATION CFIAF"£8 � S£CT` N 304 NFPA 101, 1609 C',PAPTEv30 ?xR S:£vi41larEcS 6 I'SUSIN£SS, FLORIDA BUILDING- 2010 - _ NATIONAL FARE PROTECTION ASSOCIATION FAIMNG ASSUME@ CONS -I RUCTION TYPE' TASL£,YJ3 _ fditj T'r'Ft IFB?JOhr SPRJMFSiEREfi EXISTING SHELL LNND SPEE D DESIGHCRITE RION 'WIND SRO CLASS+FiCATJOrV aZx EEDikr_' FLOADA BUILDING CODE 20TI NATIONAL FIRE PROTECTION ASSOCIATION PROVIDED �40M PH QWLIFIEC. A FROJEC€FOR WKND ": ;}§tPTEP 16, FIGURE 1609 BcRIuE LIEERfS R6G}one r,-us rR�j..�cT Js,�rur `JFJA WIND SGIAN£ DESRJ3 RF.GDN M1VA(ALL'sA(ORK15 INRERIDR) NYA: EEX15TING TOREMAIN;. BUILDING PHYSICAL PROPERTIES FLORIDA BUILDING CODE 2010 1`77 ONAL{IRE PROTECTION ASSOCIATION PROVIDED TEMSTING TO REMAIN)i TAGLE1303: MAXIMUM HEEeHTI N FEET 55` y" AA '�f<•; _.. -.. MAXIMUM NUMBER CIF STORIF_9 48TORIE5 61A ; 1 BT3JFd' ALLO'AIABLEBUILDINGARFA :23U00 Sr IIf".. 4939-SF 41ININcfUM INTERIOR F KNISHES FLORIDA BUILDING CODE 2010 TABLE 8039 NFPA 1013RA3, PROVIDED: r7;IT a4L1,)JJRESIPASDACE NAY3 f+UA I': H. '`pr•::. CGRRIDl1R2 GL1+6i'0 - CLASS B - CLA93 B ROOpJf£JEi+fCl_OSEDSPFcCES cLABs c' cLAss c cL=laK c GENERAL NOTES. 1 R? "v771N43 9XLLV,V 7 CnDE WF09111ATfOX WAS I GT MA.QE,AVAILAPL E BY -'THE QW NF.A PYFQRMATY©N r'04I�,FRWNG Ey'l TbVu -yJfV 3 RJCT0AI TYPE WAS 455W fED FAOArt VGbAL 085ERUAT,'OV DRAWING LIST DRAWING INDEX SHEET NUMBER SHEET TITLE 01 GENERAL A000 COVER SHEET A001 ABBREV, ANNO, GEN'L NOTES, DRAG LIST A002 RESPONSIBILITY MATRIX A003 OUTLINE SPEC. A004 OUTLINE SPEC. A005 OUTLINE SPEC. A006 LIFE SAFETY PLAN 02 DEMO D101 DEMO PLAN 03 ARCHITECTURAL A201 LEVEL 1 FLOOR PLAN A211 LEVEL 1 POWER & DATA PLAN A221 LEVEL 1 FINISH PLAN A231 LEVEL 1 FURNITURE PLAN A241 BRANDING LOCATION PLAN A301 LEVEL 1 REFLECTED CEILING PLAN A401 ENLARGED FLOOR PLANS A601 INTERIOR ELEVATIONS A901 DOOR, FRAME TYPES, SCHED A902 DOOR & FRAME DETAILS A910 PARTITION TYPES & GENERAL NOTES A92-0 INTERIOR DETAILS A9W MILLWORK DETAILS A961 MILLVOPK DETAILS 04 MECHANCCAI M001 MECHANICAL LEGEND, ABBREVIATIONS, AND GENERAL NOTES M201 HVAC FLOOR PLAN M301 MECHANICAL SCHEDULES AND CALCULATIONS M302 MECHANICAL SCHEDULES AND CALCULATIONS M401 MECHANICAL DETAILS M402 MECHANICAL DETAILS M403 MECHANICAL DETAILS M FI FC:TRICAI E001 LEGEND, NOTES AND OVERALL PLAN E101 ELECTRICAL DEMOLITION PLAN E201 POWER AND SYSTEMS PLAN E301 LIGHTING PLAN E401 ELECTRICAL RISER, DETAILS AND PANEL SCHEDULE E501 FIRE ALARM RISER DIAGRAM E601 SYSTEMS RISER DIAGRAMS AND DETAILS 06 PLUMBING Po01 GENERAL NOTES, LEGENDS, SCHEDULES & DETAILS- PLUMBING P101 FLOOR PLAN - PLUMBING P201 RISERS- PLUMBING 07 FIRE PROTECTION FP101 FIRE PROTECTION NOTES AND DETAILS FP201 LEVEL 1 FIRE PROTECTION PLAN EXITING REQUIREMENTS FLORIDA BUILDING CODE 2010 NFPA 101 20091,lF E SAFETY CODE PROVIDED EY TING CGAAPUNENT COMM ONPATH OF TRAVEL TC AN EMIT 1014 } 76' - 3B 2 5 3 75 0' MAXIMUM DEALS ENQ CORRIDOR 10173- 20" 3872 20' 0" MA5',IM tITPAGELpYhTAIACt TGFEXIT 101C1-203'' M'INW.1_44 COyRMDOR 1OIDTHI _ 1017,1 4-V 3341 3F' - 61 f�<1NIh'1UFd',CLEfF DPEt+AC1G OF E:iT DGORs 10081.' 32' T2t332-12. 34' fiiIM.MUNI MUNBEROF E;CIT ❑OOPS EURE9S�VSJITHi32 1015Y-2 4-5?1 ;2: 2 °OCCUPANCY "LOAD &EGRESS DTN'CALCULATION - - FLORILADO LU NC- GO aE 2➢G7 & NF,PA ICI FRG 2097 TABLE 1004J A & NFPA 101 TABLE 7 312 OrGUFAhF LOAD T 9LE1005 1 FGRE 8, 1nJIDTH PRfIyfDEG. AREA(3n F-n GQCUFANT 143E AREA REP OCCUPANT. REQUIP.ED EGF;E9$ SOFT .b"�1UTH PETS PERSON CLINIC 4939 OFFICE 1E0-'i3ROSSi 9fi 960GGk 2JC2CC=19 TOTAL 49339 " TOTAL 96,,.. TOTRL-19.2" 6$" PLUMBING FIXTURE CALCULATIONS FLORIDA PLUMBING CODE 2011t TABLE 400'.1 OCCUPANCY... WATER CLOSETS_ TOTAL UVC REOUIRED... TOTAL VIA: PROVIDED I PZP 2✓ FOR THE NR-VT 50ANO 1 F FR 59 FOR THS REMAJWDE,R' 2 E.EC'FELDA4Y..YJ LAVATORIES TOTALLAVREOUiRED, TOTALLAVIIROVIDED E )SSINEDs (A2TOTAL OCCTJPANTS) 1 PrR 40 cp#THE: FfRS? 50 Ai1+f+' 1 f`ER O FOPTHF RFa AFA0ER. 2 11XC:Ec'DIN13 GRINNING FOUNTAINS TOTALDF REQUIRED TOTAL OF PROVIDED 1 PER 100 1 2 11UMANAo Project H U MANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HjOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 -In Association with SDM Consulting Engineers MEP Engineer 135 Almeria Ave - Coral Gables, FL 33134 305-446-2788 Key Plan Professional Seals INA �kAr ,� Jonathan Rae License # 0094342 AOO 1 GENERAL NOTES A. GENERAL NOTES: 1. THE CONTRACTOR SHALL PROVIDE COMPLETE PROJECT SYSTEMS AND COMPONENTS AND COMPLY WITH ALL REQUIREMENTS INDICATED ON THE PROJECT DOCUMENTS. ALL WORK TO BE COMPLETED IN MANNER TO PROVIDE OCCUPANCY PERMIT PRIOR TO LEASE CXMVIENCEMENT. 2. WORK WITHIN THE AREA BOUNDARIES INDICATED IN THE PROJECT DOCUMENTS, AND OOKIPLY WTH ALL APPLICABLE BUILDING CODE, REGULATION, & ORDINANCE REQUIREMENTS. OOCLIPANTS ADJACENT TO THE PROJECT AREA BOUNDARJES SHALL CONTINUE UNINTERRUPTED OCCUPANCY DURING OONSIRUCTION OF THE PROJECT. 3. VERIFY FIELD CONDITIONS AND COORDINATION WTH THE PROJECT DOCUMENTS PRIORTO PROCEEDING WTH THE WORK 4. COORDINATE THE WORK WITH ALL REQUIREMENTS INDICTED IN THE PROJECT DOCUMENTS. 5. PERFORM THE WORK AT THE PROJECT SITE DURING NORMAL BUSINESS HOURS, UNLESS OTHERWSE NOTED. 6. OOORIDI NATE THE WORK WITH EQUI PMENT, FURNISHINGS, AND SYSTEMS PROM DED BY THE OWNER. B. DEFINITIONS: 1. 'TYPICAU'OR "TYP"INDIGNTES IDENTIGAL COMPLETE SYSTEM SHALL BE PROVIDED FOR EACH OCCURRENCE OF THE CONDITION NOTED. 2. "SIMILAR'INDICATES CCMPtETE SYSTEM AND COK43ONENTS SHALL BE PROM DED COWARABLE TO THE CI-ARACTERISTICS FOR, THE CONDIT10N NOTED. 3. "AS REQUIREEPINDICATES COMPONENTS REQUIRED TO COMPLETE THE NOTED, SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS, SHALL BE PROMDED 4. "ALIGWINDICATIES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAJGHT, TRUE, AND PLUK/B RELATION TO ADJACENT MATERIALS. 1. DIK/IENSIONIS ARE INDICATED TO THE CENTERLINE OF THE STRUCTURAL GRID, FACE OF CONCRETE WALL, NOMINAL FACE OF CMU WALL, FACE OF PARTMON AS SCHEDULED, UNLESS OTHERVMSE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAJGHT, TRUE& PLUMB. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER. A STRUCTURAL DRAV\4NGS B. LARGE SCALE DETAJLS C. SMALL SCALE DETAILS D. ENLARGEDVIEVVS E. FLOOR PLANS AND ELEVATIONS 3. MINIMUM DIMENSIONS FORACCESSIBILITYCI-EARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MNTAINED. 4. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB, UNLESS CTHERV\ASE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR jAFF'. 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC PANEL CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, LION. 7. DIMENSIONS SHOWN ON THE DRAVA NGS SHALL INDICATE THE REQUI REDS12E, CLEARANCE, AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS. DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAMANGS. D. DRAWING SET ORGANIZATION: 1. EACH DRAMANG SET SHEET IS IDENTIFIED BY THE SHEET NUMBER IN THE LOWER RIGHT HAND CORNER OF THE DRAV\ANG TITLE BLOCK THE SHEET TITLE PROVIDES A GENERAL DESCRIPTION OF THE CONTENTS OF THE SHEET. SHEET NUMBER EXAK/IPLE: A2D1 "A' INDICATES THE DISCAPLINE THAT CREATED THE DRAVANG '2' INDICATES THE DRAWNG CATEGORY CONTANED ON THE SHEET "01" INDICATES THE SHEET NUNIBER 2. SHEET NUMBERS MY INCLUDE SUPPLEMENTAL CHARACTERS TO PRCIVIDE ADDITIONAL INFORMATION, SUCH AS DRAMANG CONTENT, PROJECT SECTOR OR PHASE. REFER TO THE DRAV\ANG INDEX FOR A COMPLETE LIST OF SHEETS INCLUDED IN THE DOCUK/ENT SET. EXAK/PUE: EL201A "EU' INDICATES THE DisaPLINE THAT CREATED THE DRNAANG AND THE DRAVANG CONTENT ELECTRICAL LIGHTING 'A, INDICATES SECTCR'A'OF PLAN SHEET'201". REFERTO THE PROJECT KEY PLAN OR COMPOSITE PLAN INDICATING THE RELATIONSHIP OF THE SECTORS. 3. DRAV\ANG SET INDEXINDICATES THE COMPLETE LIST OF SHEETS CONTANED IN THE DRAVANG SET, INDEXED BYDiSCIPUNE, SHEET NUMBER AND SHEET TITLE, INSEQUENTIALORDER. NOTE THAT ALL SEQUENTIAL SHEET NUMBERS MAY BE NOT USED IN THE DRAV\ANG SET. 4. DISCIPLINE IDENTIFICATION, IN ORDER BOUND IN THE DRAV\ANG SET. REFER TO THE DRAV\ANG SET INDEX FOR DISOPLINE CONITANED IN THIS DRAAANGG SET: G GENERAL INFORMATION Q EQUIPMENT C OVIL F FIRE PROTECTION L LANDSCAPE P PLUMBING * STRUCTURAL M MECHANICAL * ARCHITECTURAL E ELECTRICAL I INTERIORS T TELECOMMUNICATIONS 5. DRAV\ANG CATEGORY IDENTIFICATION. REFER TO THE DRAV\ANG SET INDEXFOR DISCI PLINES, CATEGORIES, AND SHEET NUMBERS CONTANED IN THIS DRAV\ANG SET: 9 ce) IR 0) �2 0 cli r— C\l r— RESPONSIBILITY SPECIFICATION & VENDOR INFO OWNER GC LL ITEM DESCRIPTION COMMENTS FURNISH INSTALL FURNISH INSTALL FURNISH INSTALL ANUFACTURER MODEL# VENDOR R@ '110 Hot REFRIGERATOR x x GE GSH1S6LGBSS - GC TO PROMDE WATER LINE, RECEIVE & INSTALL REFRIGERATOR REFRIGERATOR (Undercounter) x GE GMR04HASCS - GCTO PRONADEWATER LINE, RECEIVE & INSTALL REFRIGERATOR MICROWAVE x x GE JEB1 860SNISS - GC TO RECEIVE & INSTALL MICROWAVE ICE MACHINE (Undercounter) x Edge SLar IB120SS - - GC TO PROVIDE WATER LINE, RECEIVE & INSTALL ICE MACHINE GCTO PROMDE WATERLINE AS INDICATED ON PLAN FOR COFFEE MAKER IN COFFEE/VENDING/FOOD SERVICE x x BREAKROOM AND ELECTRICAL FOR \/ENDING PER PLAN 1MM IN ggg migg", R '01,1 vmg p a V-1 NVA N/A x x PMTOCOORDIMATE DELIVERYAND INSTALLATION WITH CIANERPROVIDEDARWvORK ART WORK VENDOR GCTOCCORDINATE DELIVERY& INSTALLV\ATH OV\NERPRO\ADED BRANDING BRANDING/ INTERIOR SIGNAGE x x x NVA "A VENDOR GC TO PRCAADE NECESSARY BLOCK NG ANDVOR POWER PER PLAN. COORDINATEALL LOCATIONS AND VERIFY REQUIREMENTS WITH BRANDINGOV\NER GCTOCOORDINATE DELIVERYAND INSTALLATION WITH OWNER PROVIDED SIGN EXTERIOR SIGNAGE x x x NVA NVA VENDOR GCTOPRCMDE NECESSARY POWER PER PLAN. COORDINATEALL LOCATIONS AND VERIFY REQUIREMENTS WITH SIGNAGE VENDOR ................. . . . . . . . . . . . .0- x x x TELEVISION/ FSR BOX GCTO PROMDE NECESSARY BLOCKING AND ELECTRICAL PEP PLAN. GC TO CCORDINA-11 MIKE LITTLE VIDEOSOLUTIONS EMAJL: MIKELITFLECa)\ADEOSOLLMC)NSINC.COM WTH VENDOR FOR DETAJLS FOR INSTALLATION. PROJECTOR x x x GCTOPRO\ADE POAERAS NECESSARYPER PLAN AND COORDINATE INSTALLATIONANI BUSINESS: 502-225-9597 CELL: 502-773-3861 CONFIRM POWERREQUIREMENTSWTH OWNER PROVIDED AV VENDOR PROJECTION SCREEN x x x GCTOPRO\ADEPOV\ERAS NECESSARY PER PLAN AND COORDINATE INSTALLATION AND CONFIRM POWER REQUIREMENTS WTH OV\NER PRCVIDEDAVVENDOR CEILING MCUNT: GCTO CREATE OPENING FOR PROJECTOR SCREEN PER PLAN, RECIEVE PROJECTOR SCREEN FROM AV VENDER AND INSTALL IN CEILING (COORDINATE WITH AV VENDOR). WALLMOUNT: GG TO PROVIDE ELECTRIC PER PLAN, AV VENDOR INSTALLS. EXTRON PANEL x x x GCTO PROODE PCWERAS NECESSARY PER PLAN AND COOFUNATE INSTALLATIONANI CONARMPO\A/ERREQUIREKENTSV\ATHOVMERPRCMDEDAV\/ENDOR VIDEO CONFERENCING PRI x x x GC TO COORDI NATE DATA AND POWER REQUIREMENTS WITH PM AND HUMANA VENDOR ENO BOARD MISC. A/V SYSTEMS RON! Rilg 17- 1.'S '02.4 g 0 afm g N Z Of IN 0 I _ ENE= t . . . . . . . . . . . . . . SOAP DISPENSERS x x KOHLER K1894-CBV GC TO CONFIRM ALL ACCESSORIES W/PROJECT MANAGER LAVATORY MOUNTED; BRUSHEDV] BRANT BRONZE ELECTRIC HAND DRYERS IVA TOWEL DISPENSERS x x IaMBERLYCLARK 9991 W-IFFE ADA REQUIRED GRAB BARS x x BOBRICIK B-6806-36 STAINLESS STEEL B-6806-42 TOILET TISSUE DISPENSER x x BOBRICK B-2740 STAJNUESS STEEL RESTROOM MIRROR x x 24'X36�MIRRORW/FRAME DESIGNERMOULDING.00IA DESIGNER MOULDING FRAME: K/IODEL- THE WDODS/ PROFILE V\r2/ FINISH 601 SANITARY NAPKIN DISPOSAL x x BOBRICK B-270 SURFACE MT STANUESS STEEL HAND SANITIZER DISPENSER x x PURELL 279&-12-EEUOO BRUSHED METALLIC; W SHIELD 2762-06 SEAT COVER DISPENSER x x BRADLEY 5831 SURFACE MT. ADA STAINLESS STEEL TOILET x x KOHLER K-3999-TR96 HIGHLINE COMFORT HEIGHT TWO-PIECE ELONGATED (ADA) 1.2B GPF; COLOR BISCUIT SINK x x KOHLER 820 CORAN SOLID SURFACE INTEGRATED BOVVL; COLOR BISQUE FAUCET x x KOHLER K-16102-4 KOHLER REVIVAL W/ ETSPREAD; BRUSHEDVIBRANT BRONZE -a �2M� Rs 111" jgz,Mn�,g _ 0, 0 4 "N 30, _n. L� . W" — a g "R N-1-On g� "M n, IN W gl, `gg,,v x,�,g R Z R1 g m 01 15- SOUND MASKING x x x GC TO COORDINATE SOUND MASI�QNG SO-iEDULE, LOCATIONS, AND PRE-V\ARE WITH OV\4qERPRCMDEDSO(JNDK4ASKJNGVENDOP, VOLUMECONTROLTOBE LOCATED IN "VENDOR ROOM!' CARPET SHAWOOMIVERCIIAL AS SPEaFI ED RODNEY BRITT GC TO CONTACT SHAWSUPPUIER WITH TAKE -OFF FOR MATERIALS AND PROVIDE QLK:)TE x x SHAWINDUSTRIES GROUP INC. FOR LABOR AND MATERIALS TO INSTALL CARPET AND FLOORING. GC TO REQUEST AND 3781 ROSALIE ROAD UTILIZE HUMANA NATIONAL ACCOUNT PRICANG. LEXINGTON, KY 40510 EMAJL R0DNEY.BRITTCq)SRAV\ANC:.COM FAX 859-219-0051 CELL 859-33&a335 TIM GFZ41-M GC TO CONTACT TIM GPJM-M FOR ORDERING INFO & PROVIDE ALL LABOR & MATERIALS CRAC UNIT x x LOUISVILL, KY40510 TO INSTALL CRAC UNIT. COORDINATE ALL POWER REQUIREMENTS & LOCATION OF 502.267.4696 INSTALLAMON W1 LL PRIOR TO PROJECT KCK-OFF (IF ROOF TOP IS USED) JUST RITE W/ DRY ANNE KERSTEN GCTO PROCUPE WALLTALKER PER PLAN AND INSTALL AS NOTED FROM REQUIRED ERASE STARTER KIT KOROSEAL INTERIOR PRODUCTS GROUP VENDOR WALLTALKER x x 752 TURPENTINE TRAIL *NOT USED IN GUIDANCE CENTERS ST. LOUIS, MO 63141 EML: AKERSTEN(W<OFZ0SEAL.COM FAY, 314-576-3766 CELL: 317-276-7714 FURNITURE x x x STEELCASE AS SPECIFIED GC TO COORDINATE FURNITURE DELIVERY SCHEDULE WTH OWNER PROVIDED FURNITURE VENDOR AND PROVIDE FOR FINAL CONNECTIONS. COPIERS/POSTAGE MACHINES/MFD x x x -ELECTRICIAN GC TO PROMDE POAER PER PLAN FOR OWNER PROMIDED COPIERS), MFD(S) AND POSTAGE MACHINES(S). GC TO COORDINATE ANALOG LINE AT POSTAGE MACHINE & MFD (AS REQUIRED) WTH OWNER PROVIDED VOICEIDATA VENDOR AND PM. MFD V\ALL REQUIRE LAN LINE, MUST COORDINATE WITH PM. W om, 1=Mk�=_W=xr _%A�g"g,8 N N,"�011111'1. NO k", M M%�' EVER R ir - _,R" M CABLE OR SATELLITE x x UTILITIES x x TELEPHONE LINES x x x GC TO COORDINATE INSTALL OF LINES WITH LOCAL LEC (HUMANA WILL OONTRACT AND INITIATE WORK ORDERS). LEC INSTALLS AT D-MARC AND EXTENDS TO SPACE. GC TO PROM DE NECESSARY CONDUIT AS PER PLAN. LOW VOLTAGE CABLING x x GC TO OCORDiNATE DATA CABLING SCHEDULE AND LOCATIONS V\A11-1 OWNER PROVIDED CABLE VENDOR (PRE-V\ARE AND FINALOONNECTIONS). LOVVVOLTAGE CABLING REQUIRED FOR DATA CABLING, SOUND MASIqNG AND SECURITY SECURITY x x x KJRK PHILLIPS GC TO PREP ALL SECURITY DOOR FRANIES TO RECEIVE ELECTRIC STRIKE AS HUMANA INDICATED ON SECURITY PLAN. GC TO COORDI NATE SCHEDULE WITH OWNER EMAJL: KPHIIU_JPS3@)HUMAN&OOM PROVIDED SECURITY VENDOR FOR PRE-V\ARE, FINAL CONNECTIONS, AND INSTALLATION. GG TO COORDINATE NECESSARTY FIRE A -ARM TIE-INS AS NECESSARY PER LOCAL OR BUILDING OODE. SECURI'TY VENDOR TO SUPPLY ALL SECURITY HARDWARE. SECURITY PANEL TO BE LOCATED IN 'VENDOR ROOM' IT / NETWORK SERVICES x x JED RICHIE - HUMANA EMAJL: JPJCHIE((_:i)HUKAArACOM SHREDDING SERVICES x x JANITORIAL SERVICES x x GCTO PRCAADE JANITORIAL SERVICE (ORSELF PERFORM) FORCONSTRUCTION DEBRIS THROUGHOUT PROJECT AND FINAL CLEAN. O\ANERTO PRC1\ADE EXTENDED JANITORIAL SERVICE UPON PROJECT C)OMPLETION. TEMPORARY ROLL -OFF DUMPSTER x x GCTO PROMDE DEBRIS REMOVAL AND DLJK/PSTERTHRCYJGH OUT PROJECT AS I I I I I I I DIRECTED BY LLD. LOCATION TO BE COORDINATED WITH LLD REP. CERTIFICATE OF INSURANCE I x I I x I I I NOTE: GC TO VERIFY WITH PROJECT MANAGER PRIOR TO ORDERING Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001 139 All reproduction & intellectual property rights reserved 0 2012 dn Association with izi_ SDM Consulting Engineers MEP Engineer 135 Adn-wwiaJ\vE�_ C)oral C3atA*_-s, FIL 33134 305-446-2788 Key Plan Professional Seals Jonathan Rae License # AR0094342 No. Issue Description YYYY-MM-DD OUTLINE SPECIFICATION 0133 00 - SUBMITTAL PROCEDURES 1. PROVIDE THREE (3) SETS OF SHOP DRAWINGS TO PROJECT MANAGER FOR REVIEW AND FORWARD TO ARCHITECT FORAPPROVAL AFTER THE 0173 00 - EXECUTION 00 70 00 - CONDITIONS OF THE CONTRACT CONTRACTOR HAS REVIEWED THEM FOR CONSTRUCTIBILITY, COORDINATION BETWEEN TRADES, AND CONFORMANCE VVITH THE CONTRACT 1. CONSTRUCTION LAYOUT 1. THE AIA GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (ALA DOCUMENT A201-97) AND SUPPLEMENTAL CONDITIONS ARE PROVIDED UNDER DOCUMENTS. ARCHITECT TO REVIEW AND RETURN WITHIN 5 BUSINESS DAYS UON. A DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALLER SCALE DETAILS. SEPARATE COVER, AND ARE INCORPORATED INTO THESE SPECIFICATIONS BY REFERENCE. WHERE ANY PART OF THE CONTRACT DOCUMENTS IS INCONSISTENT B. INFORM PROJECT MANAGER WHEN CHALK LINE LAYOUT OF PARTITIONS IS COMPLETED SOTHAT IT CAN BE VERIFIED. MAKE REQUIRED CHANGES WITH THESE CONDITIONS OF THE CONTRACT, THE CONDITIONS OF THE CONTRACT SHALL GOVERN. 2. SUBMIT SAMPLES OF FINISH MATERIALS TO PROJECT MANAGER FOR APPROVAL PRIOR TO INSTALLATION. THE CONTRACTOR ASSUMES PRIOR TO START OF CONSTRUCTION. RESPONSIBILITY FOR REPLACEMENT OF FINISH MATERIALS THAT HAVE NOT BEEN APPROVED. C. SUPPLY ALL NECESSARY INFORMATION ON REQUIRED CUTOUTS FOR PLUMBING FIXTURES TO MILLWORK CONTRACTOR 2. DEFINITIONS: D. DOOR OPENINGS IN GYPSUM BOARD PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED IN CENTER OF ROOM OR 4' FROM ADJOINING PARTITION A "DAY": A DAY IS ACALENDAR DAY BEGINNING AND ENDING AT 12:00 MIDNIGHT. 3. SUBMITTALS SHALL BE NEAT AND LEGIBLE, OF UNIFORM SCALE, RESPONSIVE TO REQUIREMENTS, WITH ALL SHEETS OF SIMILAR INFORMATION OF AS Ste. B. "ALIGN': MEANS TO INSTALL FINISHED FACES OF NEW MATERIAL FLUSH, PLUMB AND TRUE TO LINE WITH ADJACENT EXISTING CONSTRUCTION. SAME SIZE. C. "FURNISH": MEANS TO SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR 2. COMPLY WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLING PRODUCTS IN APPLICATIONS INDICATED. OPERATIONS. 4. TRANSMIT EACH SUBMITTAL SUFFICIENTLY IN ADVANCE OF PERFORMANCE OF RELATED CONSTRUCTION ACTIVITIES TO AVOID DELAY. D. "INSTALL": MEANS TO UNLOAD, PROVIDE TEMPORARY STORAGE AT THE SITE, UNPACK, ASSEMBLE, ERECT, PLACE, ANCHOR, APPLY, WORK TO DIMENSION, 3. ENSURE THAT INSTALLATION CONFORMS TO BUILDING CODE REQUIREMENTS. THE MATERIALS SPECIFIED ARE INTENDED TO MEET CODE FINISH, CURE, PROTECT, CLEAN, AND SIMILAR OPERATIONS TO PROVIDE THE WORK REQUI RED BY THE CONTRACT DOCUMENTS. 5. PACKAGE SUBMITTALS TO COVER COMPLETE ASSEMBLIES OR SYSTEMS. PARTIAL OR INCOMPLETE SUBMITTALS WILL BE RETURNED REJECTED REQUIREMENTS. IMMEDIATELY NOTIFY ARCHITECT OF ALL DISCREPANG ES BETWEEN THE CONSTRUCTION DOCUMENTS AND CODE REQUIREMENTS. DO E. "PROVIDE": MEANS TO FURNISH AND INSTALL, COMPLETE, AND READY FOR THE INTENDED USE. WITHOUT REVIEW. NOT PROCEED VVITH INSTALLATION UNTIL INSTRUCTIONS RESOLVING DISCREPANCIES HAVE BEEN RECEIVED. F. "SIMILAR': MEANS SYSTEM OR CONSTRUCTION COMPARABLE TO CONDITION NOTED. IN CASE OF CONTROVERSY, REQUEST INSTRUCTION FROM ARCHITECT PRIOR TO PROCEEDING. 6. THE ARCHITECT RESERVES THE RIGHT TO WITHHOLD ACTION ON A SUBMITTAL REQUIRING COORDINATION WITH OTHER SUBMITTALS UNTIL ALL G. "TYPICAL": MEANS IDENTICAL SYSTEM CR OONSTRUCTION AT SIMILAR LOCATIONS NOTED. RELATED SUBMITTALS ARE RECEIVED. 0173 30 - CORRECTION OF DEFECTIVE WORK 1. PATCH, REPAIR, REPLACE, AND/OR REFINISH EXISTING CONSTRUCTION AS NECESSARY TO REFURBISH DAMAGED AND NONCONFORMING AREA OFF. 3. ALL COMMUNICATIONS FROM OWNER RELATIVE TO C 4ANGES IN THE WORK WILL BE THROUGH PROJECT MANAGERTO CONTRACTOR IF CONTRACTOR 7. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOB SITES FOR TOLERANCES, CLEARANCES, CLAIMS THAT A REVISION TO CONTRACT DOCUMENTS INVOLVES EXTRA COST, CONTRACTOR SHALL SUBMIT WRITTEN NOTICE TO THE PROJECT MANAGER WITHIN QUANTITI ES, FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORDINATION OF THEIR WORK VNTH OTHER TRADES AND FULL 30 DAYS AFTER RECEIPT OF SUCH INSTRUCTIONS. NO G-1ANGE IN THE WORK SHALL BE PERFORMED WITHOUT A VALID CHANGE ORDER COVERING THE SCOPE OF COMPLIANCE WITH 0174 00 - CLEANING AND WASTE MANAGEMENT THE CHANGE AND SIGNED BY THE OVVNER 1. CLEAN PREMISES WITHIN CONSTRUCTION LIMITS AND ALONG ACCESS ROUTES DAILY, INCLUDING COMMON AREAS. COORDINATE PROGRESS 8. THE CONTRACT DOCUMENTS. CLEANING FOR JOINT -USE AREAS WHERE MORE THAN ONE INSTALLER HAS WORKED. ENFORCE REQUIREMENTS STRICTLY. DISPOSE OF MATERIALS 4. BY ENTERING INTO THIS AGREEMENT WITH THE OWNER, THE CONTRACTOR REPRESENTS THAT HE HAS VISITED THE JOB SITE, FAMILIARIZED HIMSELF WITH a. PROPOSED DEVIATIONS, FROM THE CONTRACT DOCUMENTS MUST BE CONSIDERED LAWFULLY. EXISTING CONDITIONS, AND NOTED DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THOSE OF THE CONTRACT DOCUMENTS. b. SEPARATELY FROM SUBMITTALS, USING THE "CHANGES" PROCEDURES OF THE CONTRACT c. CONDITIONS. 2. KEEP INSTALLED WORK CLEAN. 5. SUBMIT A COMPLETE WRITTEN DESCRIPTION OF THE SCOPE OF EACH CHANGE IN THE WORK INCLUDING ROOM NUMBERS AFFECTED. PREPARE QUOTATIONS FOR PROPOSED CHANGES IN THE WORK IN A "BREAK DOAN' FORM, GIVING THE NUMBER OF UNITS, UNIT COST OF MATERIALS, HOURS OF LABOR HOURLY COST 0140 00 - QUALITY REQUIREMENTS 3. CONCEALED SPACES: REMOVE DEBRIS FROM CONCEALED SPACES BEFORE ENCLOSING THE SPACE. ROF LABOR, TOOLS, SUPPLIES, EQUIPMENT, TRANSPORTATION, SUPERINTENDENTS, CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS OF EVERY NATURE, 1. TESTING AND INSPECTING SERVICES ARE REQUIRED TO VERIFY COMPLIANCE WITH REQUIREMENTS SPECIFIED OR INDICATED. PROVIDE SPECIAL INSURANCE, TAXES, BONDS, ALL OTHER OVERHEAD COSTS AND PROFIT, AND SHALL REFLECT CREDITS AS WELL AS EXTRAS. INSPECTIONS BY INDEPENDENT TESTING AGENCY WHEN REQUIRED BY CODE AUTHORITIES. THESE SERVICES DO NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR OOMPLIANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS. 0175 00 - STARTING AND ADJUSTING 1. START EQUIPMENT AND OPERATING COMPONENTS TO CONFIRM PROPER OPERATION. REMOVE MALFUNCTIONING UNITS, REPLACE WITH NEW UNITS, & 6. CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONTRACT DOCUMENTS ON SITE DURING CONSTRUCTION FOR USE OF ALL TRADES. RETEST. ENSURE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE SETS OF CONSTRUCTION DRAWINGS. CONTRACTOR SHALL_ ASSUME RESPONSIBILITY FOR 0142 00 - REFERENCES COORDI NATION OF ALL WORK 1. ABBREVIATIONS AND ACRONYMS: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN CONTRACT DOCUMENTS, THEY SHALL MEAN THE 2. ADJUST OPERATING COMPONENTS FOR PROPER OPERATION VWATHCXJE BINDING, VIBRATING, OR PRODUCING EXCESSIVE NOISE. ADJUST EQUIPMENT RECOGNIZED NAME OF THE ENTITIES INDICATED IN GALE RESEARCHS "ENCYCLOPEDIA OF ASSOCIATIONS" OR IN COLUMBIA BOOKS' "NATIONAL FOR PROPER OPERATION. 7. THE OIVTNER, VVITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE TRADE & PROFESSIONAL ASSOCIATIONS OF THE U.S," AND THE ABBREVIATION LIST INCLUDED VVITH THE PROJECT DOCUMENTS. WORK. CONTRACT SUM AND CLAIMS FOR EXTENSION OF TIME VVILL BE ADJUSTED IN ACCORDANCE WITH CONTRACT CONDITIONS RELATIVE TO CHANGES IN THE 3. PROTECT INSTALLED CONSTRUCTION. WORK. CHANGES IN THE WORK SHALL BE PROVIDED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 0150 00 - TEMPORARY FACILITIES AND CONTROLS 8. SECTIONS OF DIVISION 1 -GENERAL REQUIREMENTS, GOVERN THE EXECUTION OF THE WORK OF ALL SECTIONS OF THE SPECIFICATIONS. 1. REMOVE ALL RUBBISH AND WASTE MATERIALS FROM THE PREMISES ON AT LEAST A WEEKLY BASIS, AND PROM DE LEGAL DISPOSAL. 0177 00 - CLOSEOUT PROCEDURES 1. CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER PROJECT MANAGER HAS PREPARED THE CERTIFICATE OF SUBSTANTIAL COMPLETION AND PUNCH LIST, 9. GC WILL ASSIGN PM TO ATTEND WEEKLY PROJECT CALLS LASTING APPROXIMATELY ONE HOURAND OTHER CALLS AS NEEDED. 2. EXERCISE STRICT DUST CONTAINMENT CONTROL_ TO PREVENT DIRT OR DUST FROM LEAVING LIMITS OF CONSTRUCTION. AND PUNCH LIST ITEMS HAVE BEEN CORRECTED. THE CONTRACTOR SHALL_ SUBMIT MAINTENANCE AND WARRANTY MANUALS, RELEASE OF LIENS, AND RECORD DRAWINGS TO PROJECT MANAGER WITH HIS FINAL APPLICATION FOR PAYMENT. PROJECT MANAGER SHALL PREPARE ANY NECESSARY CHANGE 3. UNLESS OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS, WATER, GAS, LIGHTING, POWER AND TELEPHONE CONDUITS AND WIRES, SEWER ORDERS REQUIRED TO FINALIZE THE COST OF THE PROJECT BASED ON THE CONTRACTORS FINAL SUBMITTALS. LINES, STREETS, CURBS, DRIVEWAY APPROACHES, TREES, LANDSCAPING, BUILDINGS AND OTHER SURFACE AND SUBSURFACE STRUCTURES AND LINES, OPENINGS, FINISHES, FURNISHINGS, EQUIPMENT, AND SIMILAR IMPROVEMENT ITEMS SHALL BE PROTECTED BY CONTRACTOR AND SHALL 2. "EXISTING TO REMAIN', "EXISTING TO BE RELOCATED", AND/OR NEW ITEMS INSTALLED BY THE CONTRACTOR, IN ADDITION TO BEING AMIPLY PROTECTED NOT BE DISTURBED, DISCONNECTED OR DAMAGED BY HIM DURING PROGRESS OF WORK SHOULD CONTRACTOR IN PERFORMANCE OF WORK THROUGHOUT THE PERIOD OF CONSTRUCTION, SHALL BE THOROUGHLY CLEANED TO THE SATISFACTION OF ARCHITECT PRIOR TO BEING TURNED OVER TO DISTURB, DISCONNECT OR DAMAGE ANY OF THE ABOVE ITEMS, REMOVE, REPAIR, OR REPLACE SUCH DISCONNECTED OR DAMAGED ITEMS WITH MATERIALS, CONSTRUCTION, AND IMPROVEMENTS MATCHING EXISTING UNDATVIAGED WORK AND RESTORE TO A CONDITION AS GOOD AS OR BETTER THE OWNER 0110 00 - SUMMARY OF WORK THAN EXISTED PRIOR TO SUCH DISTURBANCE, DISCONNECTION OR DAMAGE AT NO ADDITIONAL EXPENSE TO DINER. PROVIDED TEMPORARY 3. BEFORE ACCEPTANCE BY THE OWNER, THE COMPLETED CONSTRUCTION SHALL BE CLEANED, LABELS REMOVED, AND ALL OTHER TOUCH UP COMPLETED. 1. SCOPE OF WORK, LOCATION, AND OTHER DATA IS INDICATED BY DRAWING CONTENT. PROTECTION OF THE WORK UNTIL REMOVAL OF TEMPORARY PROTECTION IS APPROVED BY ARCHITECT. 4. GCTO PROVIDEAS-BUILT CAD DRAWINGS UPON COMPLETION OF WORK. 2. PROVIDE WORK IN ACCORDANCE VVITH REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT' (ADA), INCLUDING LATEST AMENDMENTS. WHERE 4. CONTRACTOR IS RESPONSIBLE FOR THE WORK AND PROPERTY OF OTHERS THAT IS IN CONTRACTORS CARE, CUSTODY, AND CONTROL AT ALL WORK SHOVWM DOES NOT COMPLY WITH THE ADA, HALT THE EFFECTED WORK AND REQUEST WRITTEN INSTRUCTIONS FROM THE ARCHITECT PRIOR TO TIMES DURING PROGRESS OF THE WORK AND UNTIL FINAL ACCEPTANCE. SECURE AND LOCK THE PREMISES WHEN WORKMEN ARE LOT PRESENT. PROCEEDING. 018113 - SUSTAINABLE DESIGN REQUIREMENTS 5. CONTRACTOR IS RESPONSIBLE FOR LIFE SAFETY EQUIPMENT REQUIRED BY AUTHORITIES HAVING JURISDICTION. 1. COMPLY WITH GENERAL REQUIREMENTS AND PROCEDURES FOR COMPLIANCE WITH U.S. GREEN BUILDING COUNCIUS (USGBC) LEED PREREQUISITES 3. IDENTIFY TOILET FACILITIES WITH SIGNAGE COMPLYING WITH THE INTERNATIONAL SYM30L OF ACCESSIBILITY (UBC CHAPTER 11). AND CREDITS NEEDED TO OOTvPLYWITH PROJECT GOALS FOR "SUSTAINABILITY' INCLUDING LEED CERTIFICATION WHEN INDICATED ON DRAWINGS. 6. DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, EXISTING EXIT SIGNS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS 4. THE PATH OF TRAVEL FROM THE DESIGINATED HANDICAP PARKING SPACES AND THE PUBLIC SIDEWALK PROVIDES A FREE AND UNOBSTRUCTED SHALL BE CONTINUOUSLY MAINTAINED. 2. LEED WORKBOOK INCLUDED UNDER SEPARATE COVER (AS APPLICABLE). PASSAGE FOR ACCESS TO AND EGRESS FROM THE AREA OF WORK. 7. MAINTAIN REQUI RED EXITS AND EXIT EGRESS FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS. 3. SUBMITTALS: 5. NIOUNT LIGHT AND CONTROL_ SWITCHES NOT MORE THAN 4-FEET-0-INCHES ABOVE FINISHED FLOOR OR WORKING LEVEL. A LEED CREDIT EQ 4.1: MANUFACTURERS' PRODUCT DATA FOR CONSTRUCTION ADHESIVE, INCLUDING PRINTED STATEMENT OF VOC CONTENT. 8. MAINTAIN EXISTING UTILITIES AND SERVICES TO EXISTING FACILITIES INDICATED TO REMAIN, KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE B. LEED CREDIT EQ4A COMPOSITE WOOD MANUFACTURERS PRODUCT DATA FOR EACH COMPOSITE WOOD PRODUCT USED INDICATING THAT 6. PROVIDE DOORS NOT LESS THAN 3-FEET-0-INCH WIDE BY 6-FEET -&INCHES IN HIGH. DURING DEMOLITION OPERATIONS. GIVE MINIMUM 72 HOURADVANCE NOTICE TO OIINERS REPRESENTATIVE IF SERVICE SHUT -DOWN -DO \N IS BONDING AGENT USED CONTAINS NO UREA FORMALDEHYDE. NECESSARY. C. LEED C REDIT MR 7: CERTIFICATES OF CHAIN -OF -CUSTODY SIGNED BY MANUFACTURERS CERTIFYING THAT PRODUCTS SPECIFIED TO BE MADE 7. PROVIDE FLOORS AND LANDINGS LOCATED AT A DOORWAYS NOT MORE THAN 1/2-INCH LOWER THAN THE TOP OF THE THRESHOLD. PROVIDE FROM CERTIFIED WOOD WERE MADE FROM WOOD OBTAINED FROM FORESTS CERTIFIED BY AN FSGACCREDITED CERTIFICATION BODY TO COMPLY WITH THRESHOLDS WITH 1/4-INCH MAXIMUM VERTICAL EDGE AND WITH A CHANGE IN LEVEL NOT GREATER THAN 1:2. 9. EXISTING WATER, PERMANENT FIRE PROTECTION, ELECTRICAL POWER SERVICE AND LIGHTING, HEATING, AIR CONDITIONING, AND TOILETS VVITHIN FSC 1.2, "PRINCIPLES AND CRITERIA." INCLUDE EVIDENCE THAT MILL IS CERTIFIED FOR CHAIN-C CUSTODY RYAN FSGAOCREDTTED CERTIFICATION BODY. THE VARIOUS AREAS OF WORK WILL BE MADE AVAILABLE TO CONTRACTOR WITHOIJT ADDITIONAL METERING AND WITHOUT PAYMENT OF USE D. LEED REQUIREMENTS- CREDIT EQ 4.2 SUBMITTAL: MANUFACTURERS' PRODUCT DATA FOR PAINTS AND COATINGS, INCLUDING PRINTED 8. PROVIDE A CLEAR AND LEVEL AREA ON EACH SIDE OF EXIT DOORS WITH A LENGTH OF AT LEAST 60-INC-IES IN THE DIRECTION OF THE DOOR SWING AND CHARGES FOR SERVICES. PROVIDE AND PAY FOR ALL OTHER TEMPORARY LFFILITIES AND UTILITY SERVICES, TEMPORARY SUPPORT FACILITIES AND STATEMENT OF VOC CONTENT AND CHEMICAL COMPONENTS. AT LEAST 48-INCHES IN THE OPPOSITE DIRECTION, MEASURED AT RIGHT ANGLE TO DOOR IN ITS CLOSED POSITION. SERVICES, TEMPORARY SECURITY AND PROTECTION FACILITIES NECESSARY FOR THE PROPER AND EXPEDITIOUS EXECUTION OF THE AVOW E. TEED REQUIREMENTS - CREDIT EQ 4.1 SUBMITTALS: FURNISH MANUFACTURERS PRODUCE DATA FOR INTERIOR SEALANTS, INCLUDING PRINTED STATEMENT OF VOC CONTENT. 9. PROVIDE LEVER TYPE HARDWARE COMPLYING WITH ADA REQUIREMENTS. 10. KEEP ALL EXISTING FACILITIES AND SERVICES CLEAN AND IN GOOD WORKING CONDITION. CLEAN OR REPLACE CHANGEABLE FILTER MEDIA AND TURN OVER WITH NEW FILTER MEDIA AT COMPLETION OF WORK. CONTRACT DOC IMENTS. 10. PROVIDE BOTTOM 10-INC-IES OF DOORS, EXCEPTAUTOMATICAND SLIDING DOORS, WITH A SMOOTH, UNINTERRUPTED SURFACE. 11. COSTS FOR DELAYS BECAUSE OF NON -AVAILABILITY OF SPECIFIED ITEMS, WHEN SUCH DELAYS COULD HAVE BEEN AVOIDED BY CONTRACTOR, 03 5416 - HYDRAULIC CEMENT UNDERLAYMENT 11. PROVIDE EXIT DOORS TO SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF MORE THAN 50 (UBC CI-IAPTER 10). WILL BE BORNE BY THE CONTRACTOR. 1. USE SELF -LEVELING UNDERLAYMENT FOR INTERIOR FINISH FLOORING AT LOCATIONS INDICATED, AND TO ACHIEVE FLATNESS WHERE STRUCTURAL SLAB DOES NOT COMPLY WITH SPECIFIED FLATNESS REQUIREMENTS. 12. ARRANGE EXIT DOORS TO OPERATE FROM THE INSIDE VVITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. USE ONLY SPECIAL LOCKING 0160 00 - PRODUCT REQUIREMENTS DEVICES OF AN APPROVED TYPE. PROVIDE EXIT DOOR CLOSERS ADJUSTED SO THAT THE DOOR TAKES AT LEAST 3 SECONDS TO CLOSE FROM AN OPEN 1. MANUFACTURERS NAME, TRADEMARK, LOGOS, ETC., SHALL NOT BE VISIBLE TO THE PUBLIC. 2. UNDERLAYMENT: CEMENT -BASED, POLYMER -MODIFIED, SELF -LEVELING PRODUCT THAT CAN BE APPLIED IN UNIFORM THICKNESSES FROM 1/8 INCH POSITION OF 70 DEGREES TO WITHIN 3-INCHES OF THE LATCH. (3 MM) AND THAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOOR ELEVATIONS. 2. NO SUBSTITUTIONS OF LISTED MATERIALS OR PRODUCTS SHALL BE PERMITTED VVITHOUT FIRST SUBMITTING SPECIFICATIONS, SAMPLES, AND COST A CEMENT BINDER ASTM C 150, PORTLAND CEMENT, OR HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED BYASTM C 219. I MPACT FOR ARCHITECTS APPROVAL. B. COMPRESSIVE STRENGTH: NOT LESS THAN 4100 PSI (28 MPA) AT 28 DAYS WHEN TESTED ACCORDING TO ASTM C 1091C 109M. A USE SUBSTITUTION REQUEST FOPJVIS AVAILABLE FROM ARCHITECT. C. PRODUCTS: B. AT THE TIME OF BID SUBMITTAL, THE CONTRACTOR SHALL ADVISE ARCHITECT, IN WRITING OF ANY SPECIFIED MATERIAL OR EQUIPMENT THAT IS I. K 15 SELF -LEVELING UNDERLAYMENT CONCRETE; ARDDC, INC. 013100 -PROJECT MANAGEMENT AND COORDINATION EITHER UNAVAILABLE OR WILL CAUSE A DELAY IN THE COMPLETION OF CONSTRUCTION. IL SELF -LEVELING UNDERLAYMENT; W. R BONSAL COMPANY. 1. FORWARD COPIES OF EXECUTED PERMITS TO PROJECT MANAGER C. PROPOSED REVISIONS SHALL BE SUBMITTED IN THE FORM OF A WRITTEN CHANGE ORDER TO BE APPROVED AND AUTHORIZED BY ARCHITECT AND III. 300 PREMIUM UNDERLAYMENT; BURL GROUP, LLC (THE). OVVNER PRIOR TO START OF PROPOSED WORK. IV. LEVELEX UNDERLAYMENT; L&M CONSTRUCTION CHEMICALS, INC. 2. SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSTRUCTION STANDARD. (REFER QUESTIONS REGARDING THEIR DEFINITION TO ARCHITECT D. NO SUBSTITUTIONS ALLOWED FOR PAINT, RESILIENT BASE, PLASTIC LAMINATES, SOLID SURFACES, CARPET, VINYL COMPOSITION TILE, ACOUSTICAL V. LEVEL -RIGHT; MAXXON CORPORATION. FOR CLARIFICATION.. CEILING TILE, AND UPHOLSTERY. 3. AGGREGATE: WELL -GRADED, WASHED GRAVEL, 1/8 TO 1/41 NCH (3 TO 6 MM), OR COARSE SAND AS (RECOMMENDED BY UNDERLAYMENT MANUFACTURER 3. ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH, U.N.O. 3. EXISTING MANUFACTURED ITEMS NOT BEING REMOVED SHALL BE REFURBISHED AS REQUIRED, ANY LOOSE ITEMS TIGHTENED (INCLUDING, BUT A PROVIDE AGGREGATE WHEN RECOMMEENDED IN WRITING BY UNDERLAYMENT MANUFACTURER FOR UNDERLAYMENT THICKNESS REQUIRED. LIMITED TO, EXIT SIGNS, DOV\/N LIGHTS, SPEAKERS, MOLDINGS, ETC.), AND ANY MISSING PARTS REPLACED BY THE 0014TRACTOR TO ACHIEVE A COMPLETE 4. ARRANGE FOR EACH TRADE TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE RELATING TO THEIR WORK NOALLOWANCE SHALL BE FUNCTIONING INSTALLATION WITH A NEW APPEARANCE. 4. WATER POTABLE AND AT A TEMPERATURE OF NOT MORE THAN 70 DEG F (21 DEG C). MADE FOR ANY EXTRA EXPENSE OR EXTENSION OF TIME DUE TO CONTRACTORS FAILURE OR NEGLIGENCE I N COMPLETELY EXAMINING THE JOB SITE AND 4. COMPATIBILITY OF OPTIONS: IF CONTRACTOR IS GIVEN OPTION OF SELECTING BETWEEN TWO OR MORE PRODUCTS FOR USE ON PROJECT, PRODUCT REINFORCEMENT: FOR UNDERLAYMENTAPPLIEDTO WOOD SUBSTRATES, PROVIDE GALVANIZED METAL LATH OR OTHER COTRRN OSIO-RESISTANT CONDITIONS EFFECTING DECUTICN OF THE WOW SELECTED SELECTED SHALL BE COMPATIBLE WITH PRODUCTS PREVIOUSLY SELECTED, EVEN IF PREVIOUSLY SELECTED PRODUCTS WERE ALSO OPTIONS. REINFORCEMENT RECOMMENDED IN WRITING BY UNDERLAYMENT MANUFACTURER 5. CONTACT OWNERS REPRESENTATIVE FOR RULES FOR USE OF EXISTING FACILITIES, DELIVERIES, REMOVALS, STORAGE, TEMPORARY FACILITIES AND 5. RELIABILITY OF CALCULATIONS BY DATE SENSITIVE EQUIPMENT, SYSTEMS AND COMPONENTS 6. PRIMER PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDED IN WRITING FOR SUBSTRATE, CONDITIONS, AND APPLICATION INDICATED. CONTROLS, TEMPORARY UTILITIES AND SERVICES, CONSTRUCTION OPERATIONS, WORK PERFORMED OUTSIDE REGULAR BUSINESS HOURS, AND OTHER A DEFINITIC�1: DATE SENSITIVE EQUIPMENT INCLUDES EQUIPMENT, SYSTEMS AND COMPONENTS THEREOF WWHIC-I RELY ON OR UTILIZE COMPUTERS, REQUIREMENTS AFFECTING USE OF THE SITE AND PROSECUTION OF THE WORK IF OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL (INCLUDING SUBSYSTEMS, HARDWARE, SOFTWARE, FIRMWARE, INCLUDING EMBEDDED GRIP SYSTEMS COMPONENTS, WHICH PROCESS, SEQUENCE, CALCULATE, COST APPROVAL) MUST BE OBTAINED FROM DINER PRIOR TO EXXECUTION OF THE OVERTIME WORK. THE GENERAL INTENT IS THAT ALL WORK EXCEPT FOR UTILIZE, IN ANY FASHION ARE AFFECTED IN FUNCTION! OR OPERATION BY DATE AND DATEE RELATED OF2TIME AND TIME RELATED DATA, INCLUDING 05 00 00 - MErALS - COMMON WORK RESULTS NOISE -GENERATING CONSTRUCTION SHALL BE PERFORMED ON REGULAR TIME. THE PASSAG AG E OF TINE. 1. DESIGN, ENGINEER, FABRICATE, AND INSTALL METAL FABRICATIONS TO WITHSTAND THE FOLLOWING STRUCTURAL LOADS WITHOUT EXCEEDING THE B. DATE SENSITIVE EQUIPMENT, SYSTEMS AND COMPONENTS THEREOF MUST INDIVIDUALLY AND IN COMBINATION PROPERLY FUNCTION AND ALLOWABLE DESIGN V'VORKING STRESS OF THE MATERIALS INVOLVED, INCLUDING ANCHORS AND CONNECTIONS. APPLY EACH LOAD TO PRODUCE .THE 6. COORDINATE AND VERIFY SIZE, LOCATION AND CHARACTERISTICS OF OIVNER SUPPLIED MATERIAL AND EQUIPMENT WITH WORK OF THIS CONTRACT TO CONTINUE TO CORRECTLY PROCESS, SEQUENCE AND UTILIZE DATE AND TIME RELATED DATA FOR ALL DATES AND TIMES, WHICH OCCUR DURING A N44XMUM STRESS IN EACH RESPECTIVE COMPONENT OF EACH METAL FABRICATION. ARRANGE FOR REQUIRED DESIGN WORK TO BE PERFORMED BY A PROVIDE A NEAT VV0RKQVIANLIKE INSTALLATION OF ALL WORK THAT FITS AVAILABLE SPACE, PROVIDES THE FUNCTION OR USE INTENDED, AND PROVIDES REASONABLELIFE EXPECTANCY FOR SAID EQUIPMENT, SYSTEMS AND COMPONENTS THEREOF. PROFESSIONAL ENGINEER WHO IS LEGALLY AUTHORIZED TO PRACTICE IN THE JURISDICTION V*V AND THE PROJECT IS LOCATED ND WHO IS EXPERIENCED ADEQUATE SERVICE ACCESS. C. CORRECTLY PROCESS, SEQUENCE, AND CALCULATE ALL DATE AND DATE RELATED DATA FOR ALL DATES PRIOR TO, THROUGH AND AFTER IN PROVIDING ENGINEERING SERVICES OF THE KIND INDICATED AND THAT HAVE RESULTED IN SUCCESSFUL INSTALLATION OF METAL FABRICATIONS JANUARY 1, 2000, INCLUDING LEAP YEAR CALCULATIONS. SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THOSE REQUIRED FOR PROJECT. 7. VERIFY AND COORDINATE LOCATION OF ALL ACCESS PANELS (IN PARTITIONS, FLOORS, OR CEILINGS). CONFIRM LOCATIONS WITH ARCHITECT PRIOR TO SHALL D. SOFTWARE PRODUCTS THAT PROCESS DATE OR DATE RELATED DATA RECOGNIZE, STORE AND TRANSMIT DATE DATA IN A FORMAT WHICH INSTALLATION. EXPLICITLY AND UNAMBIGUOUSLY SPECIFIES THE CORRECT CENTURY. E. CONTRACTOR SHALL INCLUDE THIS REQUIREMENT IN ALL SUB -CONTRACTS AND EQUIPMENT ORDERS FOR THIS PROJECT. 05 50 00 - METAL FABRICATIONS 8. PROVIDE BLOCKING, RAGING, FRAMING HANGERS, OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS, AND OTHER HEAVY F. SUBMITTALS: PROVIDE CERTIFICATION FROM SUPPLIERS AND SUB -CONTRACTORS PROVIDING DATE SENSITIVE EQUIPMENT, SYSTEMS, AND 1. METALSURFACES, GENERAL: PROVIDE MATERIALS WITH SMOOTH, FLAT SURFACES WITHOUT BLEMISHES. CONSTRUCTION SOFTWARE THAT THE PROPOSED EQUIPMENT, COMPONENTS AND SYSTEMS COMPLY VVITH THESE REQUIREMENTS. 6. COMPLETE ASSEMBLIES: PROVIDE PRODUCTS COMPLETE VVITH ACCESSORIES, TRIM FINISH, FASTENERS, AND OTHER ITEMS NEEDED FORA COMPLETE 2. STEEL PLATES, SHAPES, AND BARS: ASTM A 36A 36M. INSTALLATION FOR THE INDICATED USE AND EFFECT. 3. STAINLESS -STEEL BARS AND SHAPES: ASTM A 276, TYPE 304. 0132 00 - CONSTRUCTION PROGRESS DOCUMENTATION 7. PROVIDE STANDARD PRODUCTS IF AVAILABLE, AND UNLESS CUSTOM PRODUCTS OR NON-STANDARD OPTIONS ARE SPECIFIED, PROVIDE STANDARD 4. STEEL TUBING: COLD -FORMED STEEL TUBING COMPLYING WITH ASTM A 500. PRODUCTS OF THE TYPES THAT HAVE BEEN PRODUCED AND USED SUCCESSFULLY IN SIMILAR SITUATIONS ON OTHER PROJECTS. 1. SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO THE OVVIMER INDICATI NG SEQUENCE AND PHASING OF WORK FROM START TO FINISH OF THE PROJECT. 5. STEEL PIPE: AST1Vl A 53, STANDARD WEIGHT (SCHEDULE 40), UNLESS ANOTHER WEIGHT IS INDICATED OR REQUI RED BY STRUCTURAL LOADS. 8. THE OMER RESERVES THE RIGHT TO LIMIT SELECTION TO PRODUCTS WITH WARRANTIES NOT IN CONFLICT WITH REQUIREMENTS OF THE CONTRACT 2. SUBMITTALS SCHEDULE: TABULATE THE FOLLOWING: SCHEDULED DATE FOR FIRST SUBMITTAL; SPECIFICATION SECTION NUMBER AND TITLE; SUBMITTAL DOCUMENTS CATEGORY (ACTION OR INFORMATIONAL); NAME OF SUBCONTRACTOR; DESCRIPTION OF THE WORK COVERED; SCHEDULED DATE FOR ARCHITECTS / 6. ALUMINUM: EXTRUSIONS: ASTM B 221 (ASTM B 221 M), ALLOY 6063-T6. PROJECT MANAGER FINAL RELEASE OR APPROVAL 9. WHERE PRODUCTS ARE ACCOMPANIED BY THE TERM "AS SELECTED', ARCHITECT WILL MAKE SELECTION. 7. SHEAR AND PUNCH METALS CLEANLY AND ACCURATELY. REMOVE BURRS. 3. REPORTS: PROVIDE AS REQUIRED TO DOCUMENT EVENTS DAILY CONSTRUCTION REPORTS; MATERIAL LOCATION REPORTS; FIELD CONDITION REPORTS; 10. WHERE PRODUCTS ARE ACCOMPANIED BY THE TERM "MATCH SAMPLE", SAMPLE IS ARCHITECTS. 8. CONTINUOUSLY. CORNERS AND SEAMS OONEINUSLY. USE MATERIALS AND METHODS THAT MINIMIZE DISTORTION AND DEVELOP' STRENGTH AND CORROSION SPECIAL REPORTS, AND WEENY PROGRESS PHOTOS. RESISTANCE OF BASE METALS. OBTAIN FUSION WITHOUT UNDERCUT OR OVERLAP. REMOVE WELDING FLUX IMMEDIATELY. FINISH EXPOSED VVELDS 11. DESCRIPTIVE, PERFORMANCE, AND REFERENCE STANDARD REQUIREMENTS IN THE SPECIFICATIONS ESTABLISH "SALIENT CCTERISTICS" OF SMOOTH AND BLENDED. 4. GC TO PROVIDE A WEEKLY PROGRESS REPORT TO INCLUDE A TIMELINE SHC7�MNG PERCENT COM PRODUCTS 9. MISCELLANEOUS FRAMING AND SUPPORTS: FABRICATE STEEL FRAMING AND SUPPORTS THAT ARE NOT APART OF STRUCTURAL -STEEL FRAMEWORK 12. VERIFY PRIOR TO BIDDING THAT ALL SPECIFIED ITEMS WILL BE AVAILABLE IN TIME FOR INSTALLATION TO ASSURE COMPLETION OF THE PROJECT AS NECESSARY TO COMPLETE THE WORK. CUT, DRILL, AND TAP UNITS TO RECEIVE HARDWARE, HANGERS, AND SIMILAR ITEMS. WITHIN THE TIME REQUIRED BY THE CONTRACT DOCUMENTS. 10. FINISH METAL FABRICATIONS AFTER ASSEMBLY. COMPLY WITH NAAMv1 "METAL FINISHES MANUAL FOR ARCHITECTURAL AND METAL PRODUCTS" 13. COSTS FOR DELAYS BECAUSE OF NON -AVAILABILITY OF SPECIFIED ITEMS, WHEN SUCH DELAYS COULD HAVE BEEN AVOIDED BY CONTRACTOR, WILL BE FOR RECOMMENDATIONS FOR APPLYING AND DESIGNATING FINISHES. SHOP PRIME FERROUS -METAL ITEMS NOT INDICATED TO BE GALVANIZED. BORNE BYTHE CONTRACTOR. Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 -In Association with SDM Consulting Engineers MEP Engineer 135 AKrneria Ave_ Coral Gables, FL 33134 305.446.2788 Key Plan Professional Seals Jonathan Rae License # No. Issue Description YYYY-MM-DD Drawn by Author Reviewed by Checker Project No 12.01622.00 Sheet Title: OUTLINE SPEC. Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number co O 6) (n rn N 0 N ti N ti OUTLINE SPECIFICATION 06 00 00 - WOOD, PLASTICS AND COMPOSITES - COMMON WORK RESULTS 07 84 46 - FIRE -RESISTIVE JOINT SYSTEMS 08 3100 - ACCESS DOORS AND PANELS I. PROVIDE WOOD PRODUCTS FOR WHICH ALL SOLID AND VENEER WOOD MATERIAL ORIGINATES FROM A SUSTAINABLY MANAGED FOREST CERTIFIED BYA 1. PROVIDE RATED SYSTEMS PER ASTM E 814 or UL 1479 AT PENETRATIONS OF RATED CONSTRUCTION. 1. PROVIDE ACCESS DOORS AND PANELS AS SHOWN ON THE DRAW NGS AND AS REQUIRED FOR ACCESS TO UTILITIES AND EQUIPMENT. FURNISH EACH FOREST STEWARDSHIP COUNCIL (FSC) ACCREDITED CERTIFICATION AGENCY. 2. PERFORMANCE REQUIREMENTS: ACCESS DOOR ASSEMBLY MANUFACTURED AS AN INTEGRAL UNIT, COMPLETE WTH ALL PARTS, AND READY FOR INSTALLATION. 2. ADHERE WOOD VENEER AND PLASTIC LAMINATE TO SUBSTRATE USING ADHESIVES THAT COMPLY WITH LO -VOC (VOLATILE ORGANIC COMPOUND) A. F-RATINGS: PROVIDE FIRESTOP SYSTEMS WTH F RATINGS EQUALING OR EXCEEDING FIRE -RESISTANCE RATING OF CONSTRUCTIONS PENETRATED A FIRE -RATED ACCESS DOORS AND FRAMES: UNITS COMPLYING WITH NFPA 80 THAT ARE IDENTICAL TO ACCESS DOOR AND FRAME ASSEMBLIES REQUIREMENTS. AS DETERMINED PER ASTM E 814. TESTED FOR FI RE -TEST -RESPONSE CHARACTERISTICS PER THE FCLLOVMNG TEST METHOD AND THAT ARE LISTED AND LABELED BY UL. B. T-RATINGS: PROVIDE FIRESTOP SYSTEMS WTH T-RATINGS REQUIRED, AS WELL AS F-RATINGS, DETERMINED PER ASTM E 814, WHERE SYSTEMS B. VERTICAL ACCESS DOORS AND FRAMES TESTED PER NFPA252 or UL 10B. PROTECT PENETRATING ITEMS WITH POTENTIAL TO CONTACT ADJACENT MATERIALS IN OCCUPIABLE FLOOR AREAS INCLUDING, BUT NOT LIMITED, TO C. HORIZONTAL ACCESS DOORS AND FRAMES TESTED PER ASTM Ell9 or UL 263. 3. USE COMPOSITE WOOD PRODUCTS THAT CONTAIN NO UREA FORMALDEHYDE THE FOLLOWING: 2. FLUSH METAL ACCESS DOORS AND TRI MLESS FRAMES: 3. PENETRATIONS LOCATED OUTSIDE WALL CAVITIES. A MATERIAL: 4. USE WOOD,PLASTIC ANDUS,RF COMPOSITE MATERIALS WHERE APPLICABLE IN ACCORDANCE WITH LEED REQUIREMENTS FOR SPECIFIED MATERIALS REGARDLESS 4. PENETRATIONS LOCATED OUTSIDE FIRE -RESISTIVE SHAFT ENCLOSURES. I. PAINTED GYP. BD.. SURFACES: PRIME -PAINTED COLD -ROLLED STEEL SHEET, ASTM A 1008/A 1008M, CONHVIERCIAL STEEL (CS), EXPOSED. LEED ERTI CERTIFICATION STATUS, REFERENCE SECTION 01.81.13 SUSTAINABLE DESIGN REQUIREMENTS FOR APPLICABLE CREDITS AND SUSTAINABI LITY 5, PENETRATIONS LOCATED IN CONSTRUCTION CONTAINING FIRE -PROTECTION -RATED OPENINGS. 11. TILE SURFACES (TOILET ROOMS): STAINLESS STEEL, ASTM A 666, TYPE 304. REMOVE TOOL AND DIE MARKS AND STRETCH LINES OR BLEND INFORMATION. INFORMATION. TION. 6. PENETRATING ITEMS LARGER THAN 4-INCH- (100-MM-) DIAMETER NOMINAL PIPE OR 16 SQ. IN. (100 SQ. CM) IN OVERALL CROSS -SECTIONAL AREA INTO DIRECTIONAL SATIN NO. 4 FINISH. A FOR FIRESTOP SYSTEMS EXPOSED TO VIEW, TRAFFIC, MOISTURE, AND PHYSICAL DAMAGE, PROVIDE PRODUCTS THAT AFTER CURING DO NOT B. DOOR MINIMUM 0.060-INCH (1.5-MM) THICK SHEET METAL, SET FLUSH WITH SURROUNDING FINISH SURFACES. 5. PROVIDE THE FOLLOWING SUBMITTALS: DETERIORATE WHEN EXPOSED TO THESE CONDITIONS BOTH DURING AND AFTER CONSTRUCTION. C. FRAME: MINIMUM 0.060-INCH (1.5-MM) THICK SHEET METAL WITH BEAD FOR TYPE OF SURFACE INDICATED. A GRADE: CUSTOM. B. FOR THROUGH -PENETRATION FIRESTOP SYSTEMS EXPOSED TO VIEW, PROVIDE PRODUCTS WITH FLAME -SPREAD INDICES OF LESS THAN 25 AND D HARDWARE: B. FINISH: AW SYSTEM TR-4, CONVERSION VARNISH; W SYSTEM #2, CONVERSION VARNISH. SMOKE -DEVELOPED INDICES OF LESS THAN 450, WHEN TESTED PER ASTM E 84. I. HINGES: CONCEALED PIN TYPE. C. STAINING, EFFECT, SHEEN: MATCH APPROVED SAMPLES. C. FIRE -TEST -RESPONSE CHARACTERISTICS: PROVIDE RATED SYSTEMS IDENTICAL TO THOSE TESTED PER ASTM E 814 AND WITH PRODUCTS II. LATCH: SCREWDRIVER -OPERATED CAM LATCH. 6. INSTALL WOODWORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS. INSTALL TOATOLERANCE BEARING THE CLASSIFICATION MARKING OFAQUALIFIED TESTING AND INSPECTINGAGENCY ACCEPTABLE TOAUTHORITIES HAVINGJURISDICTION. E. MANUFACTURERS: KAPPASSOCIATES, INC.,MILOOR,INC.,CRAPPRCNEDEQUAL. 1/8-INCH IN FOR PLUMB AND LEVEL (INCLUDING TOPS); AND WITH NO VARIATIONS IN FLUSHNESS OF ADJOINING SURFACES. COMPLY WITH 7. FIRESTOP SYSTEMS: COMPATIBLE WITH THE SUBSTRATES FORMING OPENINGS, AND WITH THE ITEMS, IF ANY, PENETRATING FIRESTOP SYSTEMS, 3. GFRG PANELS FOR EXPOSED GYPSUM BOARD CEILINGS: IN REQUIREMENTS INSTALLATION FREQUI REMENTS ESTABLISHED BY REFERENCED STANDARDS. UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. A MATERIAL /CONSTRUCTION: HIGH DENSITY GYPSUM, COMPLETELY FREE OF BOTH ASBESTOS AND RESIN, REINFORCED WITH CONTINUOUS RANDOM 8. ACCESSORIES: PROVIDE ACCESSORIES REQUIRED TO INSTALL FILL MATERIALS THAT COMPLY WITH REQUIREMENTS OF TESTED ASSEMBLIES, ARE FILAMENT GLASSFIBER NWT. 7. FINISH HARDWARE ITEMS APPROVED BY QUALIFIED TESTING AND INSPECTING AGENCY THAT PERFORMED TESTING, AND ARE SPECIFIED BY MANUFACTURER OF TESTED I. SHELL THICKNESS: 1/8 - 3/16-INCH A DRAWER GLIDES: NO. 8400 BOX/FILE DRAWER SLIDE - FULL EXTENSION BY KNAPE & VOGT MFG. CO OR APPROVED EQUAL ASSEMBLIES. B. SHELF STANDARDS AND SUPPORTS (RECESSED SHELVES IN ENCLOSED CABINETS): N0255 STANDARD AND NO.256 SUPPORTS BY KNAPE & VOGT MFG. B. FABRICATION: UNITS TO BE SUITABLY REINFORCED WITH STEEL OR WOOD. FINISH COMPATIBLE WTH LEVEL 5 GYPSUM BOARD FINISH. 9. INSTALL THROUGH -PENETRATION FIRESTOP SYSTEMS TO MEET RATINGS REQUIRED AND TO COMPLY WITH FIRESTOP SYSTEM MANUFACTURERS C. MANUFACTURERS: INTEX FORMS, PLASTERGLASS INC., ORAPPROVED EQUAL. CO., NATURAL ALUMINUM FINISH OR APPROVED EQUAL WRITTEN INSTALLATION INSTRUCTIONS AND PUBLISHED DRAWINGS FOR PRODUCTS AND APPLICATIONS INDICATED. c. DOORS: 1 PAIR HEAVY-DUTY INSTITUTIONAL HINGES, STANLEY HT1592, US 28, SATIN ALUMINUM FINISH I. 1 CATCH, STANLEY41 SERIES IL 1 PULL, HAFELE 124.02.921 MATTE ALUMINUM FINISH 08 7100 - DOOR HARDWARE 07 92 00 -JOINT SEALANTS -INTERIOR WORK D. DRAWER PULLS: HAFELE 124.02.921 MATTE ALUMINUM FINISH 1, PROVIDE COMMERCIAL DOOR HARDWARE FOR OPENINGS SHOWN. E. DRAWER LOCKS: SCHLAGE CL 2000 CABINET DRAWER LOCK, US26D COMPLETE WITH STRIKE PLATE 1. VOC CONTENT OF INTERIOR SEALANTS: PROVIDE INTERIOR SEALANTS AND SEALANT PRIMERS THAT COMPLY WTH THE FOLLOWING LIMITS FOR VOC 8. DOOR LOCKS: SCHLAGE CL1000 CABINET DOOR LOCK, US261D, COMPLETE WITH STRIKE PLATE. PROVIDE ONE ELBOW CATCH PER PAIR DOORS. MASTER KEY CONTENT W-IEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24); 250 G/L FOR SEALANTS AND SEALANT PRIMERS FOR NONPOROUS 2. COORDINATION: COORDINATE DOOR HARDWARE WITH OTHER WORK. FURNISH SHOP DRAWINGS OF OTHER WORK WHERE REQUIRED OR REQUESTED TO ALL LOCKS AND PROVIDE KEY SCHEDULE TO TENANT SUBSTRATES; 775 G/L. FOR SEALANT PRIMERS FOR POROUS SUBSTRATES. COORDINATE INSTALLATION. A SILENCERS: NEOPRENE TYPE WITH SELF-ADHESIVE AT ALL CABINET DOORS 2. GENERAL SEALANT (ACRYLIC -EMULSION): MANUFACTURERS STANDARD, ONE -PART, NON -SAG, MILDEW -RESISTANT, ACRYLIC -EMULSION SEALANT COMPLYING WITH ASTM C 834, FORMULATED TO BE PAINTABLE AND RECOMMENDED FOR EXPOSED APPLICATIONS ON INTERIOR AND PROTECTED EXTERIOR 3. PREPARE DOOR HARDWARE SCHEDULE UNDER THE SUPERVISION OF SUPPLIER, DETAILING FABRICATION AND ASSEMBLY OF DOOR HARDWARE, AS WELL AS PROCEDURES AND DIAGRAMS. COORDINATE THE FINAL DOOR HARDWARE SCHEDULE WITH DOORS, FRAMES, AND RELATED WORK TO ENSURE PROPER SIZE, 0610 00 - ROUGH CARPENTRY EXPOSURES INVOLVING JOINT MOVEMENT OF NOT MORE THAN 7.5%. THICKNESS, HAND, FUNCTION, AND FINISH OF DOOR HARDWARE. 1. PROVIDE WOOD FOR SUPPORT OR ATTACHMENT OF OTHER WORK I NCLUDI NG ROOFTOP EQUIPMENT CURBS AND SUPPORT BASES, CANT STRIPS, BUCKS, A FORMAT: COMPLY WITH SCHEDULING SEQUENCE AND VERTICAL FORMAT IN DOOR HARDWARE INSTITUTES "SEQUENCE AND FORMAT FOR THE NAILERS, BLOCKING, FURRING, GROUNDS. 3. SANITARY SEALANT: ONE -PART MILDEW -RESISTANT SILICONE SEALANT: TYPE S; GRADE NS; CLASS 25; USES NT, G, A, AND, AS APPLICABLE TO HARDWARE SCHEDULE." NONPOROUS JOINT SUBSTRATES INDICATED, O; FORMULATED WITH FUNGICIDE; INTENDED FOR SEALING INTERIOR JOINTS WTH NONPOROUS SUBSTRATES B. ORGANIZATION: ORGANIZE THE DOOR HARDWARE SCHEDULE INTO DOOR HARDWARE SETS INDICATING COMPLETE DESIGNATIONS OF EVERY ITEM 2. STRIPPING AND SIMILAR MEMBERS. PROVIDE LUMBER OF SIZES INDICATED, WORKED INTO SHAPES SHOWN. AND SUBJECT TO IN-SERVICE EXPOSURE TO CONDITIONS OF HIGH HUMIDITY AND TEMPERATURE EXTREMES. PRODUCT - DOVV CORNING 786 OR GE SILICONES; REQUIRED FOR EACH DOOR OR OPENING. SANITARY 1700. C. PROVIDE COMPLETE HARDWARE SETS FOR ALL OPENINGS SHONN, IN COMPLIANCE WITH LOCAL CODES AND INDUSTRY STANDARDS. 3. MOISTURE CONTENT: 19 PERCENT MAXIMUM FOR LUMBER ITEMS, INCLUDING ITEMS TO RECEIVE WOOD PRESERVATIVE TREATMENT OR FIRE D. WHERE REQUIRED TO MATCH EXISTING BUILDING ITEMS, PROVIDE MANUFACTURERS AND PRODUCTS THAT MATCH BUILDING STANDARD. RETARDANT TREATMENT. E. COORDINATE DOOR FUNCTION AND KEYING WITH TENANT / OWNER 4. FIRE -RATED DOOR ASSEMBLIES: PROVIDE DOOR HARDWARE FOR ASSEMBLIES COMPLYING WTH NFPA 80 THAT ARE LISTED AND LABELED BYA TESTING AND 4. GRADE: STANDARD GRADE LIGHT FRAMING SIZE LUMBER OF ANY SPECIES OR BOARD SIZE LUMBER AS REQUIRED. N0.3 COMMON OR STANDARD GRADE 08 1113 -HOLLOW METAL DOORS AND FRAMES - (STEEL) INSPECTING AGENCYACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR FIRE RATINGS INDICATED, BASED ON TESTING ACCORDING TO NFPA 252. BOARDS PER SPI B, WIVCLIB OR W APA RULES APPLICABLE TO AGENCY UNDER WHICH LUMBER IS GRADED. 1. STEEL DOOR AND FRAME STANDARD: COMPLY WITH ANSI A 250.8, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED. 5. SUPPLIER QUALIFICATIONS: DOOR HARDWARE SUPPLIER WITH WAREHOUSING FACILITIES IN PROJECTS VICINITY AND WHO IS OR EMPLOYS A QUALIFIED 5. PLYWOOD BACKING PANELS: FOR MOUNTING ELECTRICAL OR TELEPHONE EQUIPMENT, PROVIDE FIRE -RETARDANT TREATED PLYWOOD PANELS WITH 2. FIRE -RATED DOOR ASSEMBLIES: ASSEMBLIES OOMPLYING WITH NFPA 80 THAT ARE LISTED AND LABELED, FOR FIRE -PROTECTION RATINGS INDICATED, ARCHITECTURAL HARDWARE CONSULTANT, AVAILABLE DURING THE COURSE OF THE WORK TO CONSULT WITH CONTRACTOR, ARCHITECT, AND OWNERABOUT GRADE DESIGNATION, APA C-D PLUGGED INT WITH EXTERIOR GLUE, IN THICKNESS INDICATED, OR. IF NOT OTHERWISE INDICATED, NOT LESS THAN 314-INCH BASED ON TESTING ACCORDING TO NFPA252. DO ARE AND KEYING 6. FIRE -RETARDANT TREATMENT: WHERE FIRE -RETARDANT TREATED WOOD IS REQUIRED BY CONSTRUCTION TYPE, PRESSURE IMPREGNATE LUMBER AND 3. COLD -ROLLED STEEL SHEETS: ASTM A 366/A 366M, COMMERCIAL STEEL (CS), OR ASTM A 620/A 620M, DRAWING STEEL (DS), TYPE B; STRETCHER 6. INSTALL EACH DOOR HARDWARE ITEM TO COMPLY WITH MANUFACTURERS WRITTEN INSTRUCTIONS. PROVIDE DOOR REINFORCING AND BLOCKING FOR PLYWOOD WITH FIRE -RETARDANT CHEMICALS TO COMPLY WITH AWPA C20 AND C27, RESPECTIVELY. LEVELED STANDARD OF FLATNESS. INSTALLATION OF DOOR HARDWARE WITHOUT THRU-BOLTS. DO NOT INSTALL SURFACE -MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON SUBSTRATES INVOLVED. SET UNITS LEVEL, PLUMB, AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE ATTACHMENT SUBSTRATES AS NECESSARY 7. PRESERVATIVE TREATMENT: PRESSURE PRESERVATIVE TREAT ALL ROOF CURBS, MAILERS AND BLOCKING WITH EXTERIOR EXPOSURE AND EXTERIOR 4. METALLICOOATED STEEL SHEETS: ASTM A 65SA 653M, COMMERCIAL STEEL (CS), TYPE B, WITH AN A40 (ZF120) ZINC -IRON] -ALLOY (GALVANNEALED) FOR PROPER INSTALLATION AND OPERATION. ITEMS IN CONTACT WITH CONCRETE OR MASONRY WITH AM IVIONIACAL, OR AMINE, COPPER QUAT (ACQ) IN ACCORDANCE WITH A/VPA C2 (LUMBER) AND AWPA COATING; STRETCHER -LEVELED STANDARD OF FLATNESS. C9 (PLYWOOD). 5. DOORS AND FRAMES SHALL OOMPLYI NG WITH ANSI 250.8. 06 40 00 -ARCHITECTURAL WOODWORK 08 80 00 -GLAZING 1. PROVIDE HUMANA PROJECT MANAGER WITH (3) COPIES OF ALL ARCHITECTURAL WOODWORK SHOP DRAWINGS PRIOR TO FABRICATION. HUMANA 6. TYPICAL INTERIOR FRAMES SHALL BE WELDED CONSTRUCTION. 1. MATERIALS: AS SCHEDULED ON THE DRAWINGS. PROJECT MANAGER TO FORWARD (1) COPY TO ARCHITECT FOR REVIEW 2. QUALITY STANDARDS: COMPLY WITH ONE OF THE FOLLOWING: 7. DOOR INSTALLATION: COMPLY WITH ANSI A250.8. SHIM AS NECESSARY TO COMPLY WITH SDI 122 AND ANSI/DHI A115.1 G. INSTALL FIRE -RATED DOORS 2. GLAZING FOR FIRE -RATED ASSEMBI I ES: GLAZING FOR ASSEMBLI ES THAT OOMAPLY WITH NFPA 80 AND THAT ARE LISTED AND LABELED BYA TESTING AND A AW'S"ARCHITECTURAL VvOODWORKQUALITYSTANDARDS"FOR GRADES OF INTERIOR ARCHITECTURAL WOODWORK CONSTRUCTION, FINISHES, WITHINCLEARANCES SPECIFIED INNFPA80. INSTALL SMOKE CONTROL DOORS TO COMPLY WITH NFPA105. INSPECTING AGENCYACCEPTABLE TOALITHORITIES HAVING JURISDICTION, FOR FIRE RATINGS INDICATED, BASED ON TESTING ACCORDING TO NFPA257. AND OTHER REQUIREMENTS. PROVIDE AAA CERTIFICATION LABELS OR COMPLIANCE CERTIFICATE INDICATING THAT WOODWORK COMPLIES WITH REQUIREMENTS OF GRADES SPECIFIED. 8. PLACING FRAMES: COMPLY WITH PROVISIONS IN SDI 105, UNLESS OTHERWISE INDICATED. SET FRAMES ACCURATELY IN POSITION, PLUMBED, 3. SAFETY GLAZING PRODUCTS: COMPLY WITH TESTING REQUIREMENTS IN 16 CFR 1201 AND, FOR WIRED GLASS, ANSI Z97.1. B. VU (FORMERLY WC) "MANUAL OF MILLWORK' FOR GRADES OF INTERIOR ARCHITECTURAL WOODWORK, CONSTRUCTION, FINISHES, AND OTHER ALIGNED, AND BRACED SECURELY UNTIL PERMANENT ANCHORS ARE SET. REQUIREMENTS. PROVIDE WC -CERTIFIED COMPLIANCE CERTIFICATE INDICATING THAT WOODWORK COMPLIES WITH REQUIREMENTS OF GRADES 4. GLAZING PUBLICATIONS: COMPLY WITH PUBLISHED RECOMMENDATIONS OF GLASS PRODUCT MANUFACTURERS AND ORGANIZATIONS BELOW, UNLESS SPECIFIED. PROVIDE WC -CERTIFIED COMPLIANCE CERTIFICATE FOR INSTALLATION. MORE STRINGENT REQUIREMENTS ARE INDICATED. REFER TO THESE PUBLICATIONS FOR GLAZING TERMS NOT OTHERWISE DEFINED IN THIS SECTION OR 3. PROVIDE MATERIALS THAT COMPLY WITH REQUIREMENTS OF THE REFERENCED PRODUCT STANDARDS FOR GRADE INDICATED. IN REFERENCED STANDARDS. 081216 - INTERIOR ALUMINUM FRAMES a. GLASS ASSOCIATION OF NORTH AMERICA (GANA) PUBLICATIONS: GANA LAMINATED DIVISION'S "LAMINATED GLASS DESIGN GUIDE" AND GANNS 4. HARDBOARD: ANSVAHAA135.4. 1. ALUMINUM MEMBERS: ALLOY AND TEMPER RECOMMENDED BY THE MANUFACTURER FOR STRENGTH, CORROSION RESISTANCE, AND APPLICATION OF "GLAZING MANUAL." REQUIRED FINISH; COMPLY WITH ASTM B 221 FOR ALUMINUM EXTRUSIONS, ASTM B 209 FOR ALUMI NUM SHEET OR PLATE, AND ASTM B 211 FORALUMINUM 5. MEDIUM DENSITY FIBERBOARD (MDF): ANSI A208.2; FORMALDEHYDE FREE. BARS, RODS AND WIRE. 09 00 00 - FINISHES - COMMON WORK RESULTS 1. ADHESIVES: USE WATER-RESISTANT, LOW ODOR, LOVV VOLATILE, NON -TOXIC AND EMIT LESS THAN EPA MAXIMUM EMISSION RATE GUIDELINE OF 6. PARTICLEBOARD: NOT ALLOW/bED. 2. CARBON STEEL REINFORCEMENT OF ALUMINUM FRAMING MEMBERS SHALL COMPLY WTH ASTM A 36 FOR STRUCTURAL SHAPES, PLATES AND BARS, 0.6 MG/M2 HP, FOR VOLATILES; VOC CONTENT OF 65 C�/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24); AND ASTM A 611 FOR COLD ROLLED SHEET AND STRIP, OR ASTM A 570 FOR HOT ROLLED SHEET AND STRIP. MEETING GOVERNMENT REQUIREMENTS, AND AS RECOMMENDED BY MANUFACTURER TO SUIT PRODUCTS AND SUBSTRATE CONDITIONS INDICATED. 7. SOFTVbC"lOD PLYWCOD: PSI. 3. FRAMING SYSTEM: PROVIDE ALUMINUM FRAMING SYSTEMS FABRICATED FROM EXTRUDED ALUMINUM MEMBERS OF SIZE AND PROFILE INDICATED. 2. BASIS OF DESIGN FINISH PRODUCTS ARE SCHEDULED ON THE DRAWINGS. 8. FORMALDEHYDE EMISSION LEVELS: PROVIDE FORMALDEHYDE FREE MATERIALS. INCLUDE SUBFTAMES AND OTHER REINFORCING MEMBERS REQUIRED FOR PERFORMANCE. - RACO SOLUTIONS II OR EQUAL. a. SNARIN TYPE GLAZING BEADS WTH MANUFACTURERS STANDARD NEOPRENE GASKETS. 3. INSTALLER QUALIFICATIONS: MINIMUM 3 YEARS EXPERIENCE IN WORK OF APPLICABLE SECTIONS. 9. FABRICATION: COMPLY WTH DETAILS AND CONSTRUCTION TYPES INDICATED. b. CORNERS SHARP WITH ALL JOINTS MITERED HAIRLINE, UNLESS OTHERWSE SHOWN. MITRE ALL c. CORNERS WHERE OPEN ENDS OF EXTRUSIONS OR VOIDS WOULD BE VISIBLE IF BUTTJ01NTS WERE 4. SAMPLES: PROVIDE SAMPLES OF SIZE SUITABLE FOR REVIEW. 10. CABINET HARDWARE AND ACCESSORY MATERIALS: AS INDICATED ON DRAWINGS AND SCHEDULES. d. USED. THIS INCLUDES SIDELIGHTS AND OVERHEAD BORROWVED LIGHT FRAMES. A SAMPLES FOR INITIAL SELECTION: SUBMIT FOR COMPONENTS WTH FACTORY -APPLIED COLOR FINISHES NOT PRE -SELECTED. B. SAMPLES FOR VERIFICATION (PRE -SELECTED COLORS AND PRODUCT CHARACTERISTICS): SUBMIT FOR EACH COMPONENT INDICATED AND FOR 11. FACTORY FINISHING OF INTERIOR ARCHITECTURAL WOODWORK 4. PROVIDE SUITABLE ANCHORAGE FOR FAGH WALL CONDITION, TO INCLUDE SILL ANCHORAGE AT DOORS, HEAD ANCHORAGE AT ALL OPENINGS 3-FEEL'-0- EACH EXPOSED FINISH REQUIRED A AW SECTION 1500, UNLESS OTHERWSE INDICATED. I NCH AND W DER, INTERMEDIATE EVENLY SPACE JAMB ANCHORS NOT TO EXCEED 2-FEET-0-INCH IN CENTER ALL FRAME FASTENINGS AND ANCHORS B. W SECTION 1, "GENERAL INFORMATION -TECHNICAL BULLETIN", REQUIREMENTS FOR "FACTORY FINISHING OF MILLWORK' SHALL BE CONCEALED. 5. WARRANTIES: WARRANT FINISH PRODUCTS AGAINST C. GRADE: CUSTOM. A CARPET INSTALLATION: 2 YEAR WARRANTY- DEFECTIVE MATERIALS AND WORKMANSHIP, ISSUED JOINTLY BY FINISH MATERIAL MANUFACTURER, D. FINISH: AW SYSTEM TR4, CONVERSION VARNISH; W SYSTEM 42, CONVERSION VARNISH. 5. REINFORCEMENT: PROVIDE REINFORCEMENT AT BUILDERS HARDWARE AND TO PREVENT DISTORTION OF FRAMES. CONTRACTOR, AND INSTALLER E. STAINING, EFFECT, SHEEN: TO MATCH APPROVED SAMPLES. B. CARPET MATERIAL: MANUFACTURERS LIMITED 10-YEAR COMMERCIAL WEAROUT/ DELAMINATING/TUFT-BIND WARRANTY. 6. MACHINE ALUMINUM FRAMES FOR MOUNTING OF HARDWARE. 6. EXTRA STOCK PROVIDE 2 PERCENT OF EACH CARPET TO THE OWNER. 12. INSTALL WOODWORK PLUMB, LEVEL, TRUE AND STRAIGHT WTH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS, INSTALL TOA TOLERANCE OF 1/8-INCH IN 8-FEET-0-INCHES FOR PLUMB AND LEVEL (INCLUDING TOPS); AND WTH NO VARIATIONS IN FLUSHNESS OF ADJOINING 7. PROVIDE REINFORCEMENTS AT HINGE LOCATIONS, STRIKES, AND AT CLOSERS. 7. INSTALL FINISH MATERIALS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS TO MEET PROJECT REQUIREMENTS INDICATED. SURFACES. OOMPLY WTH INSTALLATION REQUIREMENTS ESTABLISHED BY REFERENCED STANDARDS. 8. COMPLY WTH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION. 8. MOISTURE VAPOR EMISSION TESTS - FLOORING: TEST EACH 1,000-SQ. Fr. (92.9-SQ M) OF FLOORING SUBSTRATE, OR PORTION THEREOF, WITH AN 13. FINISH HARDWARE ITEMS ANHYDROUS CALCIUM CHLORIDE TEST KIT EQUIVALENT TO THE VAPRECISION TEST KIT PRODUCED BY VAPRECISION PROFESSIONAL VAPOR EMISSION a. All hardware (pulls, hinges, etc) to have Satin Bronze finish, US 10 where ever possible - if not available, submit substitution to designer for approval 9. SET UNITS PLUMB, LEVEL, AND TRUE TO LINE, WITHOUT WARP OR RACE OF FRAMING MEMBERS, DOORS, OR PANELS. INSTALL COMPONENTS IN PROPER TESTING SYSTEMS, NEVVPCIFRT BEACH, CA (TEL) 800-449-6194. b. Drawer Glides: No. 8400 Box/File Drawer Slide -Full E)dension by Knape & Vogt Mfg. Co, or approved equal ALIGNMENT AND RELATION TO ESTABLISHED LINES AND GRADES INDICATED. PROVIDE PROPER SUPPORT AND ANCHOR SECURELY IN PLACE. A CONDUCT TESTS FORA MINIMUM OF 72 HOURS I N ACCORDANCE WTH THE TEST KIT MANUFACTURERS PRINTED INSTRUCTION S. c. Shelf Standards and Supports (recessed shelves in enclosed cabinets): No 255 Standard and No. 256 Supports by Knape & Vogt Mfg. Co. B. AN EMISSION RATE OF LESS THAN 3.0-LB/1,000 SQ FT (14.6-KG/SQ M) IN 24-HOURS INDICATES THAT SUBSTRATE IS ACCEPTABLE FOR FLOORING d. Doors: 1 pair concealed hinges: concealed, self -closing of hinges of required door construction and stile applications. The size and nun -be rof hi rs pa' rage rg typetype roq by l>�� � required 10. PROVIDE ALUMINUM ANODIZED BRONZE FINISH UNLESS OTHEWSE NOTED. INSTALLATION. per leaf shall be et41 Send by door size and weight. hinges shall comply with the ANSI/BHMA grade 1 requirements. Manufacturers: Hafele, Grass, Blum, or Stanley C. IF EMISSION RATES ARE 3.0-LB/1,000 SQ FT (14.6-KG/SQ M) IN 24- HOURS OR GREATER ANYWIERE IN THE AREA TESTED, SUBMIT A WRITTEN TEST l 1 catch, Stanley 41 Series REPORT TO ARCHITECT AND GIVER WTHIN 24-HOURS, INDICATING THE TYPE OF TEST KIT USED AND THE TEST RESULTS AT EACH LOCATION TESTED. f. f. 1 pull, Stanley 4484, 08 14 10 - FLUSH WOOD DOORS D. IN ADDITION, SUBMIT A PROPOSAL TO FURNISH AND INSTALL A VAPOR,EMISSION CONTROL PENETRATE SYSTEM, OR A VAPOR EMISSION CONTROL g. Drawer Pulls: Stanley approved equal CI_ 2000 cabinet drawer lode, complete with strike plate h. Drawer e CL 0 1. QUALITY STANDARD: COMPLY WTH NVNVDA I.S.1-A, "ARCHITECTURAL WOOD FLUSH DOORS." COATING SYSTEM, OR A VAPOR EMISSION CONTROL DISPERSAL MEMBRANE SYSTEM AS DICTATED BY TEST RESULTS AND PRODUCED BY FLOOR SEAL LocLocks ( e-reSchindicated i. Door Locks (where indicated in elevations}: Schlage CL1000 cabinet door lock complete with strike plate. Provide one elbow catch per pair doors. Mlaster key all lodes and 2. FIRE -RATED WOOD DOORS: DOORS THAT ARE LISTED AND LABELED BYA TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING TECHNOLOGY, INC., SAN JOSE, CA (TEL) 800-572 2344, OR ONE OF THE APPROPRIATE "VAPRSTOP" FAST -CURE EPDXY OOI CRETE WATER SEALER SYSTEM JURISDICTION, FOR FIRE RATINGS INDICATED. PRODUCED BY DUPONT FLOORING SYSTEMS, KENNESAW, GA (TEL) W)-438-7668, VW� vV DUPONTCOMMERGMI AL.CO provide key e to tenant j. SI I enCerS: Neoprene type at all cabinet doors p a. TEST PRESSURE: BASED ON TESTING AT POSITIVE PRESSURE ACCORDING TO APPLICABLE CODE. 14. Master key all lodes and provide key schedule to tenant 3. DOORS FOR TRANSPARENT FINISH: PREMIUM GRADE ,WTH GRADE AA FAGS, SPECIES INDICATED. a. Silencers: Neoprene type with self-adhesive at all cabinet doors 4. DOORS FOR OPAQUE FINISH: CUSTOM GRADE, WITH FACES OF CLOSED -GRAIN HARDWOOD. 09 2216 - NON-STRUCTURAL METAL FRAMING 07 8105 - PATCHING DAMAGED FIREPROOFING 5. PLASTIC -LAMINATE -FACED DOORS: CUSTOM GRADE, HIGH-PRESSURE DECORATIVE LAMINATES COMPLYING WTH NEMA LD 3, GRADE HGS. 1. QUALITY ASSURANCE: 1. PROVIDE MATERIALS AND CONSTRUCTION THAT ARE IDENTICAL TO THOSE TESTED BY UNDERWRITFJR'S A FIRE -TEST -RESPONSE CHARACTERISTICS: FOR FIRE -RESISTANCE RATED ASSEMBLIES THAT INCORPORATE NON -LOAD -BEARING STEEL FRAMING, 6. INTERIOR DOOR CONSTRUCTION: SOLID WOOD CORE, FIVE PLIES WTH STILES AND RAILS BONDED TO GORE, THEN ENTIRE UNIT ABRASIVE PLANED PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TOTHOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 119 BYAN INDEPENDENT 2. LABORATORY, INC., FOR FIRE RATED ASSEMBLY DESIGN NUMBERS INDICATED. BEFORE VENEERING. PROVIDE EITHER GLUED -BLOCK OR STRUCTURAL COMPOSITE LUMBER CORES INSTEAD OF PARTICLEBOARD CORES AT LOCATIONS TESTING AGENCY. WHERE EXIT DEVICES ARE I NDICATED. B. STCRATEDASSEMBLIES: FORST&RATEDASSEMBLIES, PROVIDE KATERIALS AND CONSTRUCTION IDENTICAL TOTHOSE TESTED IN ASSEIVIBLY 3. DO NOT REMO/EANY SPRAYED -ON FIRE RESISTIVE MATERIAL WTHOUTPRIOR APPROVAL. RE -COAT INDICATEDACOORDING TOASTM E 90 AND CLASSIFIED ACCORDING TOASTM E 413 BY AN INDEPENDENT TESTING AGENCY. 7. FIRE -RATED DOORS: CONSTRUCTION AND CORE SPECIFIED ABOVE FOR TYPE OF FACE INDICATED OR MANUFACTURERS STANDARD MINERAL -CORE 4. FIRE RESISTIVE MATERIALS DAMAGED BY OTHER TRADES AND SURFACES WHERE FIRE RESISTIVE CONSTRUCTION AS NEEDED TO PROVIDE FIRE RATING INDICATED. 2. STEEL FRAMING: COMPLY WTH ASTM C 754 FOR CONDITIONS INDICATED. K/ErAL COMPLYING WTH ASTM C 645 REQUIREMENTS, ASTM A 653/A 653M, a. EDGE CONSTRUCTION: INTUIVESC ENT SEALS CONCEALED BY OUTER STILE MATCHING FACE VENEER, AND LAMINATED BACKING FOR IMPROVED SCREW- C60 (Z180), HOT -DIP GALVANIZED ZINC COATING. 5. MATERIAL HAS BEEN REMOVED FOR INSTALLATION OF RELATED WORK; COST OF REPAIRS TO BE HOLDING CAPABILITY AND SPLIT RESISTANCE. A FIRESTOP TRACKS: TOP RUNNER MANUFACTURED TO ALLOW PARTITION HEADS TO EXPAND AND CONTRACT WTH MOVEMENT OF THE b. PAIRS: FURNISH FORMED -STEEL EDGES AND ASTRAGALS WTH INTUMESCENT SEALS FOR PAIRS OF FIRE -RATED DOORS, UNLESS OTHERWISE STRUCTURE WHILE MAINTAINING CONTINUITY OF FIRE -RESISTANCE -RATED ASSEMBLY INDICATED; IN THICKNESS NOT LESS THAN INDICATED FOR STUDS 6. BORNE BY RESPECTIVE TRADES. INDICATED. AND IN W DTH TOACCOMVIODATE DEPTH OF STUDS c. THE DOOR AND FRAME SHALL BEAR AN APPROVED LABEL OR OTHER IDENTIFICATION SHOVING THE RATING THEREOF, FOLLOWED BY THE LETTER "S", 7. SPRAYED FIRE RESISTIVE MATERIAL: CEMENTATIOUS SPRAYED FIRE RESISTIVE MATERIAL CONSISTING OF FACTORY MIXED, DRY FORMULATION OF THE NAME OF THE MANUFACTURER AND THE IDENTIFICATION OF THE SERVICE CONDUCTING THE INSPECTION OF MATERIALS AND WORKMANSHIP AT THE 3. GRID SUSPENSION SYSTEM FOR INTERIOR CEILINGS: ASTM C 645, DIRECT -HUNG SYSTEM COMPOSED OF MAIN BEAMS AND CROSS -FURRING MEMBERS GYPSUM OR PORTLAND CEMENT BINDERS AND LIGHTWEIGHT MINERAL OR SYNTHETIC AGGREGATES MIXED WITH WATER AT PROJECT SITE TO FORM A FACTORY DURING FABRICATION AND ASSEMBLY. THAT INTERLOCK. SLURRY OR MORTAR FOR CONVEYANCE AND APPLICATION AND AS REQUIRED FOR THE UL DESIGNS INDICATED. A CONCEALED APPLICATION: MATERIALS APPLIED TO SURFACES THAT ARE CONCEALED FROM VIEW BEHIND OTHER CONSTRUCTION WHEN THE 8. BLOCKING: FOR MINERAL -CORE DOORS USE COMPOSITE BLOCKING WITH IMPROVED SCREVV-HOLDING CAPABILITY TO PROVIDE A MINIMUM 500 LB. 4. FURRING CHANNELS (FURRING MEMBERS): WORK IS COMPLETED, INTENDED TO BE CONCEALED BYTENANT IMPROVEMENTS, AND WHICH HAVE NOT BEEN DEFINED AS EXPOSED. SCREW WTHDRAWAL RESISTANCE PER ASTM D 143/WWVDA TM-1 0 (NOW PUBLISHED BYWDhIIA) AND MINIMUM 200,000 SLAM CYCLES PER ANSI A A COLD -ROLLED CHANNELS: 0.0538-INCH (1.37-MM) BARE -STEEL THICKNESS, WTH MINIMUM 1/2-INCH- (12.7-MM-) WIDE FLANGES, 3/4 INCH (19.1 MM) 151.1/WW\DATM-7 (NOW PUBLISHED BY W'DMA) WTHOU T FAILURE. DEEP. 8. BASIS OF DESIGN PRODUCTS: W. R. GRACE - "MONOKOTE TYPE MK 6' FULLY CONCEALED; "RETRO-GUARD' REPAIRS. 9. FINISH DOORS AT FACTORYTHAT ARE INDICATED TO RECEIVE TRANSPARENT FINISH. FIELD FINISH DOORS INDICATED TO RECEIVE OPAQUE FINISH. 9. EXPOSED I NTERIOR APPUC ATION: MATERIALS ARE THOSE APPLIED TO SURFACES THAT ARE EXPOSED TO VIEW WHEN THE VORK IS COMPLETED, PROVIDE PREMIUM GRADE FINISH EQUAL TO MINDA I.S.1-A SYSTEM TR-4 CONVERSION VARNISH. MATCH ARCHITECTS APPROVED SAMPLE THAT ARE IN ELEVATOR SHAFTS AND MACHINE ROOMS, THAT ARE IN MECHANICAL ROOMS, AND THAT ARE IDENTIFIED AS EXPOSED ON DRAWINGS. 10. INSTALL DOOMS TO COIVIPLY WTH MANUFACTURERS WRITTEN INSTRUCTIONS, REFERENCED QUALITY STANDARD, AND AS INDICATED. INSTALL FIRE- 10. BASIS OF DESIGN PRODUCTS: "MIONOKOTETYPE Z106 & Z106/HY' EXPOSED I NTERIOR; "MIONOKOTEfYPE Z146' SUBJECT TO IMPACT. RATED DOORS IN CORRESPONDING FI RE -RATED FRAMES ACCORDING TO NFPA 80. �x. Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HO K One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 ,In Association with SDM Consulting Engineers MEP Engineer 135 Alrreria Ave_ Coral Gables, FL 33134 305.446.2788 Key Plan Professional Seals N&V A Jonathan Rae License # AR009-4342 No. Issue Description YYYY-MM-DD Drawn by Author Reviewed by Checker Project No 12.01622.00 Sheet Title: OUTLINE SPEC. Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number A004 r- OUTLINE SPECIFICATION 09 29 00 - GYPSUM BOARD 09 68 00 - CARPETING / 09 6813 - TILE CARPETING / 09 6816 - SHEET CARPETING 1. FIRE -TEST -RESPONSE CF-IARACTERISTICS: PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED 1. SUBMIT SHOP DRAWINGS INDICATING CARPET LOCATIONS, DYE LOT LIMITATIONS, SEAMING PLAN, METHOD OF JOINING SEAMS, DIRECTION OF CARPET IN -PAINTING AND COATING 00IT ACCORDING TO ASTM E 119 BYAN INDEPENDENT TESTING AND INSPECTING AGENCY. EACH ROOM OR AREA, AND TYPE AND LOCATION OT TRANSITION STRIPS. SUBMIT SAMPLES: 12X12 INCH SAMPLES IN EACH COLOR AND PATTERN. SUBMIT 1. SMIT PRODUCT DATA FROM MANUFACTURER FOR PROPOSED USE. INCLUDE PRODUCT DESIGNATION AND GRADE OF EACH PAINT AND COATING 1. SUBM0 SAMPLE CK TRANSITION STRIPS, 4 INCHES LONG IN EACH COLOR TYPE, SURFACE PREPARATION MATERIALS AND PROCEDURES, AND PRODUCT ANALYSIS AND PERFORMANCE CHARACTERISTICS FOR EACH PAINT AND 2. SOUND TRANSMISSION CHARACTERISTICS: PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED COATI NG TYPE. ACCORDING TO ASTM E 90 AND CLASSIFIED AC CORDING TO ASTM E 413 BY A QUALIFIED INDEPENDENT TESTING AGENCY. 2. SEAMING MATERIALS: AS RECOMMENDED BY CARPET MANUFACTURER ADHESIVE WATERPROOF LATEX BASED CEMENT FORMULATED SPECIFICALLY : FOR INSTALLING CARPET, RECOMMENDED BY CARPET MANUFACTURER LEVELING COMPOUNDWHITE, PREMIXED, LATEX BASED. 2. SUBMIT SAMPLES OF 8.9X11" INCH FOR EACH TYPE PAINT SHOWING COLOR AND LUSTER ON REPRESENTATIVE SUBSTRATE. SUBMIT 12X12 INCH 3. GYPSUM WALLBOARD: ASTM C 36, TYPE AND THICKNESS INDICATED. TEXTURE SAMPLES ON GYPSUM BOARD BACKING. 3. INSTALL CARPET IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND CRI 104, SECTIONS 8-"DIRECT GLUE -DOWN," 9 "DOUBLE GLUE DOWN," 4. WATER-RESISTANT GYPSUM BACKNG BOARD: ASTM C 630/C 630M, WITH CORE TYPE AND IN THICKNESS INDICATED. 10- UTILIZING CUSHION," 11-"STRETCH-IN ULIZING TAC KLESS STRIP," FOR SYSTEM INDICATED. 3. PROVIDE 1 GALLON CON MINERS EXTRA STOCK OF EACH COLOR FINISH COAT TO THE C/MVER 5. INTERIOR GALVANIZED METAL TRIM: ASTM C 1047. 4. INSTALL CARPET TILE TO COMPLY WITH MANUFACTURERS INSTRUCTIONS AND C RI 104, SECTION 13, "CARPET MODULES (TILES)." 4. FOR GYPSUM BOARD SURFACES, USE PRODUCT SHERWIN WILLIAMS DURATION HOME INTERIOR ACRYLIC LATEX. NO SUBSTITUTIONS UNLESS APPROVED BY ARCHITECT. 6. EXTRUDED ALUMINUM TRIM: PROFILES AND DIMENSIONS INDICATED. FRYREGLET OORP.,GORDON, INC., PITTOON INDUSTRIES, OR APPROVED EQUAL. 5, DO NOT THIN PAINT IN EXCESS OF MANUFACTURERS RECOMMENDATIONS. 7. JOINT TREATMENT MATERIALS: 6. APPLY PAINTS AND COATINGS WITHIN MINIMUM DRY FILM THICKNESS RANGE RECOMMENDED BY MANUFACTURER MATCH FINAL COAT OF PAINT TO a. GENERAL: PROVIDE MATERIALS OOMPLMNG WITH ASTM C 475, ASTM C 840, AND RECOMMENDATIONS OF MANUFACTURER OF BOTH GYPSUM BOARD AND JOINT TREATMENT MATERIALS FOR THE APPLICATION INDICATED. 09 73 00 - FRP PANELS APPROVED DOLOR' b. JOINT TAPE: PAPER REINFORCING TAPE. PART 1 - GENERAL 7. THE NUMBER OF COATS AND FILM THICKNESS REQUIRED IS THE SAME REGARDLESS OF THE APPLICATION METHOD. DO NOT APPLY SUCCEEDING c. SETTING -TYPE JOINT CCN�/POUNDS: CHEMICAL-HAF2DENING POWDER COATS UNTIL THE PREVIOUS COAT HAS CURED AS RECOMMENDED BY THE COATING MANUFACTURER SAND BETWEEN APPLICATIONS WHERE SANDING d. DRYING -TYPE JOINT COMPOUNDS: VINYL -BASED PRODUCTS. 1.1 RELATED DOCUMENTS IS REQUIRED TO PRODUCE AN EVEN SMOOTH SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. SAND LIGHTLY BETWEEN EACH 8. NON -LOAD -BEARING STEEL FRAMING INSTALLATION: ASTM C 754, AND ASTM C 840 REQUIREMENTS THAT APPLY TO FRAMING INSTALLATION. A EXTENT OF FRP PANEL SYSTEM WORK IS INDICATED ON THE DRAWINGS AND IN THE FINISH SPECIFICATIONS ON SHT SUCCEEDING ENAMEL OR VARNISH COAT. 8. APPLY ADDITIONAL COATS AND BARRIER O OATS WHEN UNDERCOATS, STAINS, OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF PAINT UNTIL 9. DEFLECTION COMPENSATION: PROVIDE DEFLECTION COMPENSATION AT THE TOP OF PARTITIONS EXTENDING TO STRUCTURE. METE-IOD SHALL 1.3 QUALITYASSURANCE: PAINT FILM IS OF UNIFORM SHEEN, FINISH, COLOR, AND APPEARANCE. GIVE SPECIAL ATTENTION TO ENSURE THAT SURFACES, INCLUDING EDGES, COMPLY WITH UBC 1997 SECTION 706, "FIRE -RESISTIVE JOINT SYSTEMS AND SECTION 711, "SHAFT ENCLOSURES," AND UBC STANDARD 7.1, "FIRE TEST CORNERS, CREVICES, WELDS, AND EXPOSED FASTENERS, RECEIVE A DRY FILM THICKNESS EQUIVALENT TO THAT OF FLAT SURFACES. PROCEDURES." A FIRE PERFORMANCE CHARACTERISTICS: PROVIDE FRP PANEL SYSTEM THAT IS IDENTICAL TO THOSE TESTED FOR THE FOLLOWING FIRE PERFORMANCE CHARACTERISTICS, ACCORDING TO ASTM TEST METHOD INDICATED, BY UL ONE OTHER TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVI NG JURISDICTION. 9. BEFORE APPLICATION OF FINISH CXZ4TS, APPLY A PRIME COOT OF MATERIAL AS RECOMMENDED BY THE MANUFACTURER TO MATERIAL THAT IS 10. GYPSUM BOARD INSTALLATION: CXNvPLY WITH ASTM C 840 AND GA-216. REQUIRED TO BE PAINTED OR FINISHED AND HAS NOT BEEN PRIME COATED BY OTHERS. CLEAN AND TOUCH-UP PRIME PAINT WELDS AND OTHER 11. WATER-RESISTANT GYPSUM BACKING BOARD: INSTALL WITH 1/4-INCH (6.4-MM) GAP WHERE PANELS ABUT OTHER CONSTRUCTION OR PENETRATIONS. B. SURFACE BURNING CHARACTERISTICS: AS FOLLOWS, TESTED PERASTM E 84. DAMAGED AREAS OF SHOP PRIMED ITEMS. 12. LEVELS OF GYPSUM BOARD FINISH: PROVIDE THE FOLLOWING LEVELS OF GYPSUM BOARD FINISH PER GA-214. 1. FLAME SPREAD: 25 OR LESS. 10. COMPLETELY COVER TO PROVIDE AN OPAQUE, SMOOTH SURFACE OF UNIFORM FINISH, DOLOR, APPEARANCE, AND OOVERAGE. CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, RUNS, SAGS, ROPINESS, OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. a. LEVEL 1 FOR CEILING PLENUM AREAS, CONCEALED AREAS, AND WHERE INDICATED, UNLESS A HIGHER LEVEL OF FINISH IS REQUIRED FOR FIRE- RESISTIVE-RATEDASSEMBLIES AND SOUND-RATEDASSEMBUES. 2. SMIOKEDEVELOPED: 450ORLESS. 11. PAINT INTERIOR SURFACES OF DUCTS, WHERE VISIBLE THROUGH REGISTERS OR GRILLES, WITHAFLAT, NONSPECULARBLACK PAINT. b. LEVEL 2 WHERE WATER-RESISTANT GYPSUM BACKING BOARD PANELS FORM SUBSTRATES FOR TILE, AND WHERE INDICATED. c. LEVEL 4 FOR GYPSUM BOARD SURFACES UNLESS CT IERWISE INDICATED. 1.4 SUBMITTALS: 12. PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH EXPOSED SURFACES. d. LEVEL 5 FOR GYPSUM BOARD SURFACES WHERE INDICATED TO RECEIVE SMOOTH FINISH AND; OR WALL WASH LIGHT FIXTURES. A MANUFACTURERS DATA: SUBMIT MANUFACTURERS DETAILED MATERIALS AND INSTALLATION SPECIFICATIONS AND OTHER DATA FOR FRP PANEL 13. DRYWALL STIPPLE ENAMEL FINISH: ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE "ORANGE PEEL" TEXTURE. LEAVE NO EVIDENCE OF SYSTEM. ROLLING SUCH AS LAPS, IRREGULARITY IN TEXTURE, SKID MARKS, OR OTHER SURFACE IMPERFECTIONS. 09 3000 - TILING B. SAMPLES: SUBMIT SAMPLE NOT LESS THAN 12" X 12" IN SIZE OF COLOR, GRADE AND FINISH OF FRP PANEL SYSTEM REQUIRED. SAIVPLE TO INCLUDE 1. TILE PRODUCTS: AS INDICATED ON DRAWINGS AND SCHEDULES. TRIM 14. FINISH EXTERIOR DOORS ON TOPS, BOTTOMS, AND SIDE EDGES SAME AS EXTERIOR FAGS. 2. WATERPROOFING AND CRACK -SUPPRESSION MEMBRANE: MANUFACTURER'S STANDARD PRODUCT THAT COMPLIES WITH ANSI All 18.10; NOBLE C MA NTENANCE DATA SUBMIT MANUFACTURERS CARE AND MAINTENANCE DATA, INCLUDING REPAIR AND CLEANING INSTRUCTIONS FOR SYNTHETIC COMPANY (THE); NOBLESEAL TS, CHLORINATED -POLYETHYLENE -SHEET. MARBLE MATERIAL. 10 26 00 CORNER GUARDS 3. PORTLAND CEMENT MORTAR (THICKSET) INSTALLATION MATERIALS: ANSI A108.1A 1.5 DELIVERY, STORAGE AND HANDLING: 1. PROVIDE PRINTABLE CORNER GUARDS: 0.50 INCH THICK PLASTIC, SURFACE MOUNTED, 3/4" WINGS AS MANUFACTURED BY WALLPROTEX, ST CF-IARLES, IL, 4. DRY -SET PORTLAND CEMENT MORTAR (THI N SET): ANSI A118.1. A PROTECT FRP PANELS AND ACCESSORY ITEMS FROM DAMAGE DURING LOADING, SHIPMENT, DELIVERY AND STORAGE. USE NON -STAINING MATERIALS OR APPROVED EQUAL. PROVIDE CORNER GUARDS COMPLETE WTH ADHESIVE TAPE ANCHORS. FOR BLOCKING AND PACKING. STACK UNITS AT THE SITE IN ACCORDANCE WTH FABRICATORS RECO M11VENDATIONS. 5. LATEX-PORTLAND CEMENT MORTAR (THIN SET): ANSI A118.4. 2. HEIGHT: 48", UNLESS OTHERWISE INDICATED. PART 2 - PRODUCTS 6. CHEMICAL -RESISTANT, WATER -CLEANABLE, TILE -SETTING AND-GRCUTTNG EPDXY. ANSI A118.3. 3. FINISH SURFACE: ORANGE PEEL TEXTURE, FACTORY TREATED FOR FIELD FINISHING. 2.1 MATERIALS: 7. POLYMER -MODIFIED TILE GROUT: ANSI All 18.7, COLOR AS INDICATED. A FRP PANEL SYSTEM: GLASLINER FRP 8. ONE -PART, MILDEW -RESISTANT SILICONE: ASTM C 920; TYPE S; GRADE NS; CLASS 25; FORMULATED WITH FUNGICIDE, INTENDED FOR IN-SERVICE EXPOSURES OF HIGH HUMIDITY AND EXTREME TEMPERATURES. 1. THICKNESS: 0.0901NCT-I. 9. ANSI TILE INSTALLATION STANDARDS: COMPLY WITH PARTS OF ANSI A108 SERIES "SPECIFICATIONS FOR INSTALLATION OF CERAMIC TILE" THATAPPLY TO 2. SURFACE TEXTURE: SMOOTH GEL COAT. TYPES OF SETTING AND GROUTING MATERIALS AND TO METHODS INDICATED IN CERAMIC TILE INSTALLATION SCHEDULES. 3. WIDTH: 4'-0" WIDE X LONGEST POSSIBLE LENGTH TO ELIMINATE VERTICAL JOINTS. 10. TCA INSTALLATION GUIDELINES: TCNS "HANDBOOK FOR CERAMIC TILE INSTALLATION." COMPLY WITH TCA INSTALLATION METHODS INDICATED IN CERAMIC TILE INSTALLATION SCHEDULES. 4. FIRE RESISTANCE: CRASS C. 5. COLOR: SELECTED BY ARCHITECT 09 5100 - ACOUSTICAL CEILINGS B. SEALANTS: PROVIDE TYPES AS RECOMMENDED BY THE MANUFACTURER OF FRP PANELS. MUST BE VOC COMPLIANT AND LESS THAN 250 G/L. COLOR 1. PANELS AND SUSPENSION SYSTEMS: SEE FINISH LEGEND AND SCHEDULE FOR PRODUCT SELECTIONS, COLORS, AND LOCATIONS. TO MATCH PANELS, PROVIDE BETWEEN PANELS, UNLESS OTHERWISE INDICATED. 2. INSTALL ACOUSTICAL PANEL CEILINGS TO COMPLY WITH ASTM C 636 REQUIREMENTS, MANUFACTURERS WRITTEN INSTRUCTIONS, AND OISCAS "CEILING C. ATTACHMENT DEVICES: PROVIDE TYPE AS RECOMMENDED BY THE FRP PANEL MANUFACTURER AND AS REQUIRED TO SUIT WALL CONSTRUCTION TO SYSTEMS HANDBOOK" WHICH THE PANELS ARE TO BE APPLIED. EXPOSED NYLON RIVIT FASTENERS SHALL MATCH COLON OF PANELS SELECTED. D. TRIM: PROVIDE PANELING COMPLETE WITH TRIM FOR INSIDE AND OUTSIDE CORNERS AND TOP CAPPING STRIPS AND DIVIDER BARS. 09 6513 -RESILIENT BASE AND ACCESSORIES PART 3 - DRCUTION 1. RESILIENT BASE STANDARD: ASTM F 1861. A MATERIAL REQUIREMENT: TYPE TV B. MANUFACTURING METHOD: GROUP 1 3.1 INSTALLATION: C. STYLE: STANDARD TOP SET COVE A INSTALL SYSTEM IN ACCORDANCE WITH FRP MANUFACTURER'S INSTRUCTIONS. 2. MINIMUM THICKNESS: 1/8" B. PANELS SHALL BE INSTALLED PLUMB, LEVEL, TRUE TO LINE, AND INCORRECT RELAIICNNSHIP TO ADJACENT VVtORK UNLESS OTHERWISE APPROVED BY THE ARCHITECT, HORIZONTAL JOINTS BETWEEN PANELS SHALL NOT BE ACCEPTABLE. 3. HEIGHT: 4" C. VERTICAL SEAMS SHALL BE SEALED TO MATCH PANEL COLOR, USE OF TRIM SHALL NOT BE PERMITTED. 4. FINISH: MATTE C. PROTECT SURFACES FROM DAMAGE. REPLACE DAMAGED 1IVORK. 5. INSTALLATION MATERIALS A TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX -MODIFIED, PORTLAND CEMENT BASED OR BLENDED HYDRAULIC -CEMENT -BASED FOKMIULATION PROVIDED OR APPROVED 13Y MANUFACTURER FCKAPPLIC:ATIONNS INDICATED. END CN SECTION 097300 B. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY MANUFACTURER TO SUIT RESILIENT PRODUCTS AND SUBSTRATE CONDITIONS INDICATED. 6. RESILIENT BASE INSTALLATION A COMPLY WITH MANUFACTURERS WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT BASE. B. APPLY RESILIENT BASE TO WALLS, COLUMNS, UMN.S, PILASTERS, CASEWORK AND CABINETS IN TOE SPACES, AND OTHER PERMANENT FIXTURES IN ROOMS AND AREAS WHERE BASE IS REQUIRED. C. INSTALL RESILIENT BASE IN LENGTHS AS LONG AS PRACTICABLE WITHOUT GAPS AT SEAMS AND WITH TOPS OF ADJACENT PIECES ALIGNED. D. TIGHTLY ADHERE RESILIENT BASE TO SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE, WITH BASE IN CONTINUOUS CONTACT WITH HORIZONTAL AND VERTICAL SUBSTRATES. E. DO NOT STRETCH RESILIENT BASE DURING INSTALLATION. 09 6516 -RESILIENT SHEET FLOORING 1. RESILIENT SHEET FLOCKING OOMPLIES WITH FLOORSOORE STANDARD. 2. LO W-VOCADHESIVE 3. ADHESIVE ARE LOVV EMITTING FOR LEED 4. SEAMING METHOD: STANDARD 5. INSTALLATION MATERIALS: A TROIVELABLE LEVELING AND PATCHING COK/POIJNDS. B. ADHESIVES. C. SEAMLESS.INSTALLATIONAOCESSORIES. 09 6519 -RESILIENT TILE FLOORING 1.1 PRODUCTS A GENERAL: 1. RESILIENT TILE FLOORING COMPLIES WITH FLOORSCORE STANDARD. 2. LOW-VOC ADHESIVE AND SEALANT. B. VINYL COMPOSITION FLOOR TILE: 1. SIZE: 12 BY 12 INCHES (305 BY 305 NM. C. INSTALLATION MATERIALS: 1. TROWELABLE LEVELING AND PATCHING COMPOUNDS. 2. ADHESIVES. 3. SEA\/LESS-INSTALLATIONNACCESSC)PJES. 4. FLOOR POLISH. 1.2 FLOORTIL E INSTALLATION A LAY TILES SQUARE WITH ROOM AXIS B. FOR STATIC DISSIPATIVE TILE, GROUND CROPPER PER MFR RECOMMENDATIONS Project H UMANA- ZEPHYRH I LLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 H IC'i One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 -In Association with SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Cables, FL 33134 305.446.2788 Key Plan Professional Seals Jonathan Rae License # AR0094342 Drawn by Author Reviewed by Checker Project No 12.01622.00 Sheet Title: OUTLINE SPEC. Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number O CD M N_ O N ti N_ REMOTE POI EXISTING BUILDING DEMI( WALL ASSUMED TO BE RP PER THE REQUIREMENTS FBC 708.1.7 AND 70B.3. CONTRACTOR TO CONFI F L—————————— — — — — —- v o E '13R�AK/COPY JIF _: 116 I s I i I s �tt I Ev o - o I it W z. �ICO I j � g. � s I X I � PR R aIID0R,' C10Q FURNITURE s STORAGE H I 102A $ VENDOR y 110 OIL T I £` k 109 =- _ j \ —� / I I - -00" $$ tl �Vg � I 1 Ali 4NITOR 115 TOILET 11 4 TOILET 113 TOILET STORAGE 108 OFFICE 107 I OFFICE UJ 104 Iz z I r ;k J • W XX A i CONSULT 103 �'•.11�1 II � �I I it iI 1 I =C \\ `REICE�PTION ' �£ \ I FLOOR PLAN - LEVEL 1 LIFE SAFETY 1/8" = 1'-01, -- 7'- 0" :OMMON PATH )F TRAVEL MNG BUILDING DEMISING L ASSUMED TO BE RATED THE REQUIREMENTS OF 708.1.7 AND 708.3. TRACTOR TO CONFIRM. OCCUPANCY TABLE ROOM NAME ROOM NUMBER AREA OCCUPANCY GRP CODE FACTOR OCCUPANT LOAD STORAGE 108 85 SF ACCESSORY 300 0 IT 109 36 SF ACCESSORY 300 0 VENDOR 110 36 SF ACCESSORY 300 0 JANITOR 115 68 SF ACCESSORY 300 0 TRAINING 102 927 SF ASSEMBLY 15 62 RECEPTION 100 434 SF BUSINESS 100 4 COFFEE 101 334 SF BUSINESS 100 3 FURNITURE STORAGE 102A 254 SF BUSINESS 100 3 CONSULT 103 132 SF BUSINESS 100 1 OFFICE 104 146 SF BUSINESS 100 1 OFFICE 105 146 SF BUSINESS 100 1 OFFICE 106 146 SF BUSINESS 100 1 OFFICE 107 146 SF BUSINESS 100 1 OPEN OFFICE 111 293 SF BUSINESS 100 3 TOILET 112 90 SF BUSINESS 100 1 TOILET 113 88 SF BUSINESS 100 1 TOILET 114 87 SF BUSINESS 100 1 BREAK/ COPY 116 249 SF BUSINESS 100 2 CORRIDOR C100 773 SF IBUSINESS 100 8 Grand total: 19 44/1 SF �1 SYMBOL LEGEND COPY — ROOM/ CORRIDOR/ FIRE PROTECTION EQUIPMENT ROOM STAIR NAME 0238 — ROOM/ FULLY RECESSED CORRIDOR/ FEC FIRE EXTINGUISHER STAIR NUMBER CABINET ---- PATH OF TRAVEL FEGP PARTIALLY RECESSED EXIT CAPACITY FIRE EXTINGUISHER CABINET OCCUPANT LOAD FE WALL MOUNTED 0 0 EGRESS LOAD FIRE CAPACITY EXTINGUISHER EXIT MARKINGS FIRE RATING CEILING MOUNTED EXIT SIGN NON -RATED T WALL MOUNTED PARTITION ® EXIT SIGN 1 HOUR RATED PARTITION HUM-ANAv Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 -In Association with � el SDM Consulting Engineers MEP Engineer Coral C;ablfas, • _ . ._- Key Plan C' Professional Seals iVe I Jonathan Rae License # AR009- 342 No. Issue Description YYYY-MM-DD Drawn by HOK Reviewed by HOK Project No 12.01622.00 Sheet Title: LIFE SAFETY PLAN Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number Effolne � I I t* -;d L — — — J DEMO PLAN - LEVEL 1 1 /8" = V-0" GENERAL DEMOLITION NOTES 1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE, IF REQUIRED. 2. PROVIDE ALL LABOR AND MATERIALS/EQUIPMENT AS REQUIREDTO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 3. PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST AND DEBRIS FROM REMAINING FROM DEMOLITION/ CONSTRUCTION AREA. KEEP AREA CLEAN. 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. 5. DEBRIS REMOVAL SHALL BE PERFORMED USING THE BUILDING FREIGHT ELEVATOR. CONTACTTHE BUILDING MGMT OFFICE TO OBTAIN SCHEDULE FORTHE USE OF THE FREIGHT ELEVATORS PRIOR TO SUBMITTING BID. AT COMPLETION CF DEMOLITION WORK, THE CONSTRUCTIONAREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 6. ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOVVNLIGHTS & FLUORESCENTS), & SPECIAL EQUIPMENT SHO/\N TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND RE- USED AS DIRECTED HEREIN, RETURNED TO BUILDING STOCK OR DISPOSED OF AS DIRECTED BY BLDG MGMT. 7. THE ELECTRICAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHT & POWER IN THE SPACE DURING CONSTRUCTION. & CAREFULLY REMOVE ALL EXISTING LIGHT FIXTURES AND LENSES WHERE DEMOLITION IS NOTED AND RETURN TO BLDG OWNER 9. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES THERMOSTATS, ETC. TO THEIR SOURCE AS REQUIRED. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 11. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, IF NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHER VASE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. 12. REMOVE TO SOURCE ALL PIPES, VENTS, APPLIANCES OR DRAINS NOT BEING RE- USED. 13. RE -USE OR RELOCATE ALL ABOVE CEILING DUCTWORK, DIFFUSERS, GRILLES, SPRINKLER PIPES OR OTHER EQUIPMENT, AS REQUIRED FOR PROPER DISTRIBUTION WITH NEW LAYOUT. 14. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/ COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES SERVICE OWNER OR TENANT DATA/COMMUNICATIONS REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION DELAYS. 15. REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CAUSE RISES OR DEPRESSIONS IN FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYV\CDOD, ETC. 16. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOd\M ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 17. STAIRWAYS AND EXIT PATHS MUST REMAIN ACCESSIBLE AT ALL TIMES DURING DEMOLITION. 18. REMOVE EXISTING SIGNAGE/GRAPHICS AND STORE FOR RE -USE, WHERE APPLICABLE. 19. ALL CEILING AND LIGHTING TO BE REMOVED IN AREAS SHOAN IN CONTRACT. 20. ALL FLOOR AND WALL BASE TO BE REMOVED IN AREAS SHOJVN IN CONTRACT. KEYED NOTES 2 PATCH AND REPAIR AS REQUIRED IN PREPARATION FOR NEW CONSTRUCTION. 44 LANDLORD TO REMOVE AND REPLACE EXISTING VAPOR BARRIER PER INDUSTRY STANDARDS, FILL IN SLAB OUT AND COMPLETE SLAB ON GRADE TO COVER ALL REQUIRED INTERIOR AREA DEMOLITION LEGEND EXISTING CONSTRUCTION PARTITION, DOOR, GLAZING AND FRAMES TO REMAIN II r EXISTING PARTITION, DOOR, GLAZING AND J L — FRAMES TO BE REMOVED Ie1 +Me\01.6lrlkq[•?4F kqIIG7_T•� r Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 -In Association with Key Plan C' Professional Seals Jonathan Rae License # ARN14342 No. Issue Description YYYY-MM-DD 01 BID SET 06.29.2012 02 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD - Drawn by Author Reviewed by Checker Project No 12.01622.00 Sheet Title: DEMO PLAN Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number JANITOR L - - - - - - - - - - J 1FLOOR PLAN - LEVEL 1 1 /8" = V-0" FLOOR PLAN LEGEND GENERAL PARTITION NOTES (E) ROOM OR ZONE TO REMAIN, NOT INCLUDED IN THIS SCOPE OF WORK (E) GYP BD PARTITION TO REMAIN NEW GYP BD PARTITION AS INDICATED NEW GLAZED OPENING WITH ALUM OR HM FRAME AS INDICATED NEW DOOR, DOOR IDENTIFIER ASSEMBLYAS INDICATED ON SHEET A901 OFRAME TYPE. REFERENCE SHEET A901 - - 1 HR TAPE KEYED NOTES 7 COORDINATE POWER REQUIREMENTS & MOUNTING HEIGHTS WITH SCHEDULED EQUIPMENT 9 PROVIDE PEEP HOLE IN DOOR @ 60" AFF. 11 GC TO PROVIDE 4'X8' SHEET OF 3/4" FIRE RETARDANT PLYWOOD & PAINT TO MATCH WALL, LEAVING FIRE RATING STAMP EXPOSED AT THIS LOCATION. 19 REFERENCE MEP DRAWINGS FOR IT ROOM REQUIREMENTS 21 PROVIDE WATER LINE AND SHUT OFF VALVE FOR COFFEE MAKER, ICE MAKER, AND REFRIGERATOR. GC TO COORDINATE FINAL LOCATION WITH TENANT. 39 PROVIDE BLOCKING IN WALL AS NECESSARY 43 REMOVE EXISTING HARDWARE. PROVIDE NEW EXIT ONLY HARDWARE. COORDINATE WITH TENANT SECURITY 1. ALL GYP BD PARTITIONS SHALL BE TAPED, SPACKLED, AND SANDED WITH NO VISIBLE JOINTS. PROVIDE LEVEL FINISH LION. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOI NI NG SURFACES WHERE REQUI RED. ALL SURFACES SHALL BE ALIGNED. 2. WHERE FURRED PARTITIONS EXCEED MAXIMUM HEIGHT, BRACE TO ADJACENT STRUCTURE. 3. FIRE SAFE PENETRATIONS AT RATED PARTITIONS PER APPLICABLE UL ASSEMBLY. 4. ALL INTERIOR PARTITION, PENETRATIONS, OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED. 5. PROVIDE METAL STUD ANCHOR BRACKETS AT LOCATIONS INCLUDING BUT NOT LIMITED TO: GRAB BARS, SHELVING, OVERHEAD CABINETS, SIGNAGE, TOILET ROOMS ACCESSORIES, ETC. 6. ALL DIMENSIONS TO THE EXTERIOR WALL ARE TO THE INSIDE FACE OF EXISTING SILL OR FINSH SURFACE. ALL PARTITIONS ARE DIMENSIONED FROM FACE OF PARTITION TYPE AS INDICATED LION. ALL DIMENSIONS MARKED "CLEAR' OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. 7. ALL WOOD TO BE FIRE RETARDANT TREATED IN ACCORDANCE WITH LOCAL CODES. 8. ALL SIGNAGE IS NIC, LION. 9. ALL GYP BD PARTITIONS RECEIVING RUBBER BASE TO BE FINISHED SMOOTH TO THE SLAB. 10. PATCH AND REPAIR EXISTING SLAB WITH HYDRALIC CEMENT UNDRELAYMENT AS REQUIRED. 11. PATCH AND REPAIR EXISTING WALLS IN PREPARATION FOR NEW WALL FINISHES. 12. DIMENSIONS NOTED "CLEAR' OR "CLR' MUST BE ACCURATELY MAINTAINED AND SHALL NOT VARY MORE THAN +/- 1/8' WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. 13. ALL CASEWORK, TO BE PREMIUM GRADE OR BETTERAS DEFINED BY THE ARCHITECTURAL WOCO INSTITUTE. 14. PROVIDE ADJACENT PARTITION TYPE ABOVE ALL STOREFRONT SYSTEMS. 15. GC TO PROVIDE SHOP DRAWINGS OF ALL MILLWORK TO ARCHITECT AND HUMANA PM PRIOR TO MANUFACTURING. 16. PROM DE BRACKET STOPS AT ALL CORNER OR END CABI NETS 17. GC TO INCLUDE COST TO RE -KEY ALL DOORS ACCESSING OR CONTAINED WITH IN TENANT SPACE. 18. PROVIDE FLOOR STOPS AT ALL DOORS LION. 19. ALL RESTROOM ACCESSORIES TO BE APPROVED BYTENANT AND ORDERED BY GC. 20. SOUND MASKING VENDOR TO COORDINATE SOUND MASKING WITH TENANT. CALIBRATION AND BALANCING PRIOR TO OCCUPATION. 21. GC TO INCLUDE INSTALLATION OF DOOR CHIME IN FRONT AND REAR OF BUILDING COORDINATE WITH TENANT ON FINAL LOCATION. 22. GC TO PROVIDE CORNER GUARDS TO 48" AFF AT ALL OUTSIDE OORNERS UON. 23. ALL WALLS RECEIVING WALTALKER WALLCOVERING TO EB INSTALLED 19'AWAY FROM DOOR IN THE OPEN POSITION, TO CORNER OPPOSIT DOOR UON. REFERECE ELEVATIONS FOR ADDITIONAL INFO. 24. PROVIDE COAT HOOKS ON BACK OF ALL OFFICE DOORS. LIBERTY 9'HEAVY DUTY - SATIN NICKEL. 25. COFFEE BAR FIXTURES - SINK- MFG: KOHLER, STYLE: K 6584-KA, COLOR IRON TONES/ BLACK AND TAN, UNDERCOUNTER MOUNT - FAUCET - MFG: KOHLER, STYLE: K 16112-4A-BV, REVIVAL, BRUSHED VIBRANT BRONZE W/ TRADITIONAL LEVER - STRAINER- MFG: KOHLER, STYLE: K 8801-BV, BRUSHED VIBRANT BRONZE RESTROOM FIXTURES -TOILET- MFG: KOHLER, STYLE: PERADA, COLOR: 96 BISCUIT -SINK- MFG: CORIAN SOLID SURFACE,- STYLE 820 INTEGRAL BOV\A- IN "BISQUE" -FAUCET- MFG: KOHLER, STYLE: K 16102-4, REVIVAL, BRUSHED VIBRANT BRONZE W/ 9'SPREAD TRADITIONAL LEVER -SOAP DISPENSER- MFG: KOHLER, STYLE: 1894-G13V, BRUSHED VIBRANT BRONZE 26. REFER TO DEVICE ALIGNMENT DIAGRAMS ON SHEETA901 FOR TYPICAL LOCATIONS OF SWITCHES, CONTROLS, AND DEVICES. 27. GC TO INCLUDE COST FOR MANUAL BLINDS IN PRICE. VERIFY WITH TENANT & LANDLORD TO DETERMINE WINDOW BLIND SPECIFICATION. GC TO COORDINATE WITH LANDLORD REGARDING BUILDING STANDARD EXTERIOR GLAZING AND TINTING. 28. PROVIDE CORNER GUARDS AT ALL OUTSIDE CORNERS UON. 48" AFF. 29. GC TO PROVIDE FIRE DAMPERS AT ALL RATED PARTITIONS LION. COORDINATE WITH MECHANICAL DRAWINGS. 30. ALL DEMISING WALLS TO EXTEND TO DECK WITH GYP BOARD EXTENDING FULL HEIGHT OF PARTITION UON. 31. ALL HUMANA IT ROOMS TO BE DEDICATED SPECIFICLY FOR HUMANA IT EQUIPMENT AND NO OTHER SERVICES INCLUDING CUSTODIAL, MECHANICAL, NICAL, ELECTRICAL, PLUMBING, AND ORAIR HANDELING EQUIPMENT. IN ADDITION WHERE APPLICABBE NO OUTSIDE VENDORS OR EQUIPMENT SHALL SHARE MDF, IDF, OR RISER ROOMS WITHOUT THE APPROVAL OF HUMANA NETWORK SERVICES & ARCHITECT. 32. NO WATER SUPPLY, DRAINAGE, OR EQUIPMENT PRODUCING WATER TO BE IN, ABOVE, OR AROUND IT & COMMUNICATION ROOMS UNLESS APPROVED BY HUMANA NETWORK SERVICES & ARCHITECT. GC TO NOTIFY PROJECT MANAGER & ARCHITECT OF ANY DISCREPANCIES PRIOR TO EXECUTION OF DOCUMENTED WORK. 33. ALL EXIT DOORS WITH CARD READERS TO BE TIED TO BUILDING SECURITY AND LIFE SAFTEY SYSTEMS & PROVIDE FAIL SAFE FUNCTIONALITY. 34. INSULATION ABOVE CEILING TO COMPLY W/ IECC2009 REQUIREMENT FOR CLIMATE ZONE 4A R 38 VALUE. APPLY DEMI LEC "HFAT LOK SOY 200" SPRAY FOAM I NSULATICN TO MEET R 38 VALUE. PROVIDE PRIMER AND THERMAL BARRIER DEMILEC "BLAZELOK TB 200" TO OOMPLY WITH I BC 2009 SECTION 2603.4 AND 2603.4.1.6 Project HUMANA- ZEPHYRH I LLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 K One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 -In Association with - ✓, Y * r '21 Key Plan 3 Professional Seals Jonathan Rae License # AR0094342 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD Drawn by HOK Reviewed by HOK Project No 12.01622.00 Sheet Title: LEVEL 1 FLOOR PLAN Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number i T.T:��1 o '1'a IiIm W � POWER & DATA PLAN - LEVEL 1 1/8" = V-0" 42 12 i 1 i s ; E � f GENERAL POWER & DATA NOTES 1. ARCHITECT TO VERIFY ALL POWER & SIGNAL LOCATIONS PRIOR TO INSTALLATION. ��•-_ �l.Tn►�rlx�ur�»y.�m:r�.u:�n..� ��I.r•�:���w�rr.a�l 4. VERIFY CORE LOCATIONS WITH ARCHITECT PRIOR TO DRILLING. 5. FURNITURE IS SHOWN FOR REFERENCE PURPOSES ONLY, UON. 6. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF ALL CUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK 7. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY W/ ENGINEER) OF ALL OUTLETS AND TAKE PRECEDENCE OVERALL OTHERS, LON. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. 8. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 24' OC, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. 9. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURERS RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. 10. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING LINES SHALL BE FULLY PACKED & SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 11. FURNISH AND INSTALL UNDERWRITERS LABORATORIES, INC- (UL) LABELLED DEVICES THROUGHOUT. 12. INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, UON HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOORTOTHE CENTERLINE OF COVER PLATE, INSTALLED VERTICALLY, GROUNDING POLE AT TOP, LION 13. MAINTAIN A4-INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, UON. 14. INDICATED DIMENSIONS ARE TO THE START OF THE COVER PLATE OR MONUMENT. UON. 15. ELECTRICAL, SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL BE INSTALLED AFTER PAINTING AND/OR APPLICATION OF WALL COVERINGS & CARPET SPECIFIED. 16. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE LAMPS AS REQUIRED. 17. ALIGN POWER/ DATA DEVICES, AND WALL MOUNTED LIGHT FIXTURES AT THE CENTERLINE OF THE WALL SECTION THEY ARE MOUNTED ON, LION. 18. COORDINATE PC7WER/ DATA DEVICE & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, FINISHES, & CASEWORK 19. PROVIDE EXTENSION RINGS AND MOUNTINGACCESSORIES WHERE REQUIRED FOR POWER/ DATA DEVICES AND LIGHT FIXTURES TO COORDINATE WITH INTERIOR FINISHES AND CASEWORK 20. GC TO COORDINATE ALL SWITCHES, STROBES, AND WALL MOUNTED DEVICES WITH SCHEDULEDA/V EQUIPMENT. REFERENCE A901 FOR ADDITIONAL INFORMATION. 21. ALL CABLING ROUTING THROUGH NON-HUMANA SPACE TO BE IN CONDUIT LION PROVIDE 4" SLEEVE INTO SERVER AND VENDOR ROOMS FOR CABLE RUNS AS REQUIRED. 22. GC TO COORDINATE WITH FURNITURE VENDOR ON MOUNTING HEIGHT OF OUTLETS TO PROVIDE ACCESSIBILITY W1-IEN FURNITURE IS IN PLACE. 23. ALL SWITCHES, DEVICES, OUTLETS, AND COVER PLATES TO BE WHITE UON. KEYED NOTES 7 COORDINATE POWER REQUIREMENTS & MOUNTING HEIGHTS WITH SCHEDULED EQUIPMENT 12 PROVIDE POWER AS REQUIRED FOR ELECTRONIC CARD READER 15 PROVIDE POWER AS REQUIRED FOR HANDRYER 16 INSTALL GARBAGE DISPOSAL UNDER SINK -WASTE KING LEGEND SERIES 9930 OR EQUAL. PROVIDE POWER AS REQUIRED 19 REFERENCE MEP DRAWINGS FOR IT ROOM REQUIREMENTS 31 PROVIDE POWER & CABLE IN CEILING FOR CEILING SUSPENDED AV EQUIPMENT. MIN 6'-0" WHIP. 32 GC TO PROVIDE MIN 3/4" CONDUIT ABOVE CEILING FOR A/V CONNECTIVITY BETWEEN DMARC & TV LOCATIONS TO RECEIVE CABLE. REFERENCE ELEVATIONS & A/V DETAILS FOR ADDITIONAL INFORMATION. 35 REFERENCE ELEVATIONS & A/V DETAILS FOR INFORMATION REGARDING ADDITIONAL POWER AND LOW VOLTAGE REQUIREMENTS. 37 INTRUSION KEYPAD. GC TO COORDINATE WITH SECURITY VENDOR FOR FINAL LOCATION & REQUIREMENTS. 41 PROVIDE POWER AS REQUIRED FOR CALL FOR ASSISTANCE DEVICE 42 PROVIDE POWER FOR SIGNAGE ON DEDICATED CIRCUIT. LOCATION TO BE SPECIFIED AFTER SIGN SURVEY BY OTHERS POWER & DATA LEGEND ILI WALL MOUNTED QUADRUPLEX OUTLET Q� WALL MOUNTED DUPLEX OUTLET D WALL MOUNTED DEDICATED DUPLEX OUTLET (GFI WALL MTD POVVEROUTLEf, "GFI" INDICATES j { GROUND FAULT INTERRUPT, 18" AFF UON FLUSH FLOOR JUNCTION BOX POWER DATA ANDAV WHERE REQUIRED (HARDWIRE) WALL MOUNTED ANALOG OUTLET FLUSH FLOOR FURNITURE FEED - POWER F� DATA JUNCTION BOX, VERIFY REQUIREMENTS WITH FURNITURE JD FLUSH FLOORJUNCTION BOXW/ FACEPLATE - POWER DATA AND AV WHERE REQUIRED (4- POWER, 4 -DATA) WALL MOUNTED COMBO VOICE & DATA WALL MOUNTED TV JACK M WALL MOUNTED AV SYSTEM JUNCTION FF WALL MOUNTED FURNITURE FEED - POWER AND DATA JUNCTION BOX VERIFY REQUIREMENTS WITH FURNITURE WALL MOUNTED JUNCTION BOX- POWER, DATA, AND AV WHERE REQUIRED (4 POWER AND DATA TYPICAL WHEN HARDVURE NOT WALL MOUNTED CARD READER Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 H K One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved 0 2012 -In Association with SDM Consulting Engineers MEP Engineer 135 Almeria Ave_ Coral Gables, FL 33134 305.4446.2788 Key Plan FINISH LEGEND PAINT CARPET PT GENERAL PAINT COLOR (LIGHT TAN) CPT GENERAL CARPET MFR: SHER�/IN WILLIAMS 1 MFR PATCRAFT FINISH: EGGSHELL 1 STYLE: RAZZLE MODULAR 10118 COLOR ECRU SW6135 COLOR AFIRE 00706 INSTALL: ASHLAR BPT ACCENT PAINT (DARK TAN) MFR SHERJ�/IN WILLIAMS ACCENT CARPET FINISH: EGGSHELL 2 MFR PATCRAF T COLOR BURLAP SW6137 STYLE: CLOISONNE II 10132 COLOR CARMELA 32721 PT ACCENT PAINT (DARK TAN) INSTALL: BROADLOOM 3 MFR: SHER IN WILLIAMS CPT WALK -OFF CARPET FINISH: EGGSHELL MFR PATCF2AFT COLOR MOSSY SW6139 3 STYLE: DON'T RUN COLOR NUMBER 10117-00123 BEIGE PT CEILING & SOFFIT PAINT SIZE: 24">24"TILE 4 MFR BENJAMIN MOORE FINISH: FLAT COLOR CEILING BRIGHT WHITE WALL BASE W3 WALL BASE 1 MFR JOHNSONITE STYLE: 4" COLOR 150 WETLANDS WB WALL BASE 2 MFR DALTI LE STYLE: BRIXTON 3" X 12' COLOR SAND BX02 VCT VCT VCT 1 MFR ARMSTRONG STYLE: MANNINGTON ESSENTIAL COLOR VCT173 OTTER BRO/VN SDT SDT1 SDT 1 MFR: ARMSTRONG STYLE: STATIC DISSIPATIVE COLOR 51956 FOSSIL GRAY MILLWORK FINISHES WALL TI LE WALLCOVERING PL PLAM COUNTERTOP AND CABINETS WALL TILE (COFFEE BAR ACCENT) WC WALLCOVERING (COLUMNS) MFR.PIONITE 1 Wr MFR: DALTILE 1 MFR: DLCOUCH 1 STYLE: GR08 COLOR UNI VIOLINA/ OPERA COLOR WX421-H WITCHCRAFT F. FINISH: CRYSTAL COLOR OLIVE OIL INSTALL GRAIN VERTICALLY ON CABINETS SIZE: 3x6 AND GRAIN IN LONG DIRECTION ON PATTERN BRICKMISC. COUNTER AND EDGE BAND VVr WALL TILE (COFFEE BAR ACCENT) e WOOD VENEER- STAIN FORMULA- MAPLE FINISH: MATCH PL-1 SPEC MFR: DALTILE 1 PL PLAM COUNTERTOP MFR PIONITE 2 STYLE:GR18 El 2 COLOR CHILI FIBERA0101 COLOR: CREAM SODA SIZE: 3x6 GL GLASS FINISH: SUEDE PATTERN: BRICK 1 STYLE: VISION GLASS 1/4"- TEMPERED SS SOLID SURFACE - RESTROOM COUNTERTOP W T WALL ALE (COFFEE BAR ACCENT) 1 MFR CORIAN 3 MFR DALTILE GL GLASS COLOR: SAGEBRUSH STYLE: GR19 2 STYLE: VISION GLASS 1/2"-TEMPERED SOLID SURFACE - COFFEE BAR/BREAK COLOR CARAMEL SUNDAE " SIZE: 3x6 2 MFR FORMICA PATTERN: BRICK COLOR: 802 TREASURE ARTIFACTS GL GLASS VVF WALL TILE (COFFEE BAR ACCENT) 3 STYLE: VISION GLASS 3/4"- TEMPERED FLOOR TILE 4 MFR: DALTILE FT FLOORTILE STYLE:GR04 F71 ACT ACOUSTICAL CEILING TILE 1 MFR DALTILE COLOR TWILIGHT BLUE 1 MFR: ARMSTRONG STYLE: BRIXTON SIZE: 3x6 STYLE: CIRRUS COLORSAND BX02 PATTERN: BRICK COLOR. WHITE SIZE: 18 X 18 AT COFFEE/BREAK SIZE: 2x2 12X12 ATTOILET WALL TILE (RESTROOM WALL) GAT 5 WT MFR DALTILE GRID: 2X2ARMSTRONG7/8", WHITE GR STYLE: BRIXTON GROUT FOR WALL TI LE1-4 COLOR SAND BX02 1 MFR BONSAL CG CORNER GUARDS STYLE: EPDXY SIZE: 6x6 1 MFR WALLPROTEX PATTERN: REFERENCE ELEV. STYLE: PRINTABLE COLOR 32 ICE WHITE (ALTERNATIVE 1: TEC 931 STANDARD WHITE) COLOR: TO MATCH ADJACENT WALL WALL TILE (RESTROOM ACCENT) (ALTERNATIVE 2: HYDROMENT H152 WHITE) P61 MFR: MFR: E (ALTERNATIVE 3: MAPEI 00 WHITE) : P666ALTII STYLE: P666 (ALTERNATIVE 4: LATICRETE 44 BRIGHT WHITE) COLOR RAINFOREST BLEND TP TOILET PARTITIONS SIZE: 6x6 1 MFR: BOBRICK GR GROUT FOR FLOOR TILE AND WALL TILE 5-6 PATTERN: REFERENCE ELEV. STYLE: CLASSIC 2 MFR BONSAL COLOR STANDARD PLAM - EVENING TIGRIS STYLE: EPDXY 4674-60 COLOR 59 SAND DOLLAR (ALTERNATIVE 1: TEC991 PARCHMENT) SC MANUFACTURER (ALTERNATIVE 2: HYDROENT H183ALPINE V M PRODUCT: SEALED CONCRETE (AM LTERNATIVE 3: APEI 39 IVORY) 01 LOCATION: FLOORS AS NOTED (ALTERNATIVE 4: LATICRETE 39 MUSHROOM) FINISH PLAN -LEVEL 1 1/8" = 1'-0" i 1 i i RM 300 1 , 14, GENERAL FINISH NOTES 1. NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH WILL JEOPARDIZED THE QUALITY OR APPEARANCE OF SUCH WORK. ALL WORIQvIANSHIP WHICH IS JUDGED LESS THAN FIRST QUALITY BY THE ARCHITECT WILL BE REJECTED. FLAME SPREAD TO BE CLASS I: 0-25. SMOKE DENSITY TO BE LESS THAN 450. 2. ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SPECIFIED FINISH. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH AND PREPARED TO RECEIVE THE SPECIFIED FINISH. PAINT GRADE WOODWORK SHALL BE HAND SANDED BETWEEN COATS AND DUSTED CLEAN. ALL HOLES, PITCH POCKETS OR SAPPY PORTIONS SHALL BE SCRAPED AND SHELLACKED, OR SEALED WITH KNOT SEALER NAIL HOLES, CRACKS OR DEFECTS SHALL BE PUTTIED AFTER FIRST COAT, WITH PUTTY MATCHING COLOR OF STAIN OR PAINT FINISH. REMOVE OIL OR GREASE WITH MINERAL SPIRITS. 3. ALL CRACKS, HOLES, IMPERFECTIONS IN EXISTING WALLS, PARTITIONS OR GYP BOARD SHALL BE FILLED WITH PATCHING PLASTER AND SMOOTHED OFF TO MATCH ADJOINING SURFACES. 4. INTERIOR GYPSUM BOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TO APPLICATION OF THE FIRST COAT, IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING PROCESS. 5. UPON COMPLETION, REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED OR SPLATTERED ON EXPOSED SURFACES. 6. ALL VENEER STAINS SHALL HAVE UNIFORM COLOR 7. EXAMINE ALL FINISH SURFACES AFTER COMPLETION OF WORK AND PROCEED WITH 'TOUCI LUP" AS REQUI RED. B. PROVIDE ARCHITECT WITH A MINIMUM OF (3) 8" X 10" BRUSHI OUTS OF EACH COLOR & FINISH FOR ARCHITECTS APPROVAL AT LEAST 2 WEEKS PRIOR TO SITE APPLICATION. ON -SITE APPLICATION WILL BE REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL. ARCHITECT RESERVES THE RIGHT TO ADJUST ANY OOLOR/FINISH ONCE THE WALL TEST HAS BEEN MADE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALLOWING FOR DELIVERY LEAD TIMES FOR ALL FABRICS AND OTHER CUSTOM FINISHES WITHIN THE CONSTRUCTION SCHEDULE. ALL DELIVERY TIMES MUST BE OONFIRMED, AND ANY EXCESSIVE LEAD TIME MUST BE BROUGHT TO THE ARCHITECTS ATTENTION IMMEDIATELY TO ALLOW FOR RE -SPECIFICATION IF NECESSARY. 10. ALL VERTICAL SURFACES LION SHALL RECEIVE WALL BASE. INSTALL STRAIGHT BASE AT CARPET; COVE BASE AT RESILIENT FLOORING. 11. SEE FINISH PLAN, ELEVATIONS AND DETAILS FOR CLARIFICATION OF EXTENT OF FINISH MATERIALS. 12. PAINT IS DEFINED AS ONE PRIMER COAT AND 2 FINISH COATS. 13. PAINT CEILING ACCESS PANELS WHERE THEY OCCUR TO MATCH ADJACENT CEILING FINISH. 14. STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS ARE NOT VISIBLE WHEN VIEWED FROM ANY ANGLE AS DETERMINED BY THE ARCHITECT. 15. APPLY FABRIC SO WALL IS DIVIDED WITH A MINIMUM NUMBER OF SEAMS, AND WITH EQUAL WIDTH PANELS UON 16. ALL INTERSECTIONS OF FLOOR FINISH MATERIALS SHALL BE LOCATED DIRECTLY UNDER CENTER OF DOOR, WHERE OCCURS, LION 17. ALL OPEN CABINETRY SHALL BE PLASTIC LAMINATE ON ALL EXPOSED SURFACES, UON APPLY PLAM TO INTERIOR OF CABINETRY WITH DOORS AND DRAWERS, LION. 18. NO FINISHING IN BUILDING SERVICE / CORE AREA LION 19. PAINTALL EXPOSED SURFACES, INCLUDING DOOR FRAMES, GRILLES, FIRE HOSE OR EXTINGUISHER CABINETS, EXPOSED PIPING, ETC. UON. 20. ALL WALLS TO RECEIVE WB-1 & PT-1 LION. 21. ALL GYP.BOARD CEILINGS AND SOFFITS TO BE PT-4 UON. VERTICAL FACE OF SOFFIT TO MATCH PT-1. 22. ALL EXTERIOR WALLS & COLUMNS TO RECEIVE PT-1 UON. 23. ALL 2X2 ACOUSTICAL CEILING TO BE ACT-1 LION. 24, ALL FLOORS TO RECEIVE CPT-1 LION. 25. ALL COVER PLATES, SWITCHES, OUTLETS, RECEPTACLES, AND DEVICES TO BE WHITE UON. NO EMPTY COVER PLATES TO REMAIN IN SPACE UPON COMPLETION. PATCH AND PAINT AS REQUIRED. 26. ALL OUTSIDE CORNERS TO RECEIVE CORNER GUARDS CG-1 T048" AFF LION. KEYED NOTES 4 PROVIDE SCHLUTER SCHIENE "L" SHAPED PROFILE SATIN ANODIZED ALUMINUM TRANSITION STRIP 1/8" WIDE. VERIFY TRANSITION STRIP IS IN COMPLIANCE WITH MATERIAL SPECIFICATION AND ADA REQUIREMENTS. WT-1 WT-2 WT-3 ® WT-4 2 WALL TILE PATTERN 3/4" = 1'-0" Y Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 -In Association with Y 5, T10,? .. .i J •- F 3.41•.z y kfi 4�•- Key Plan C' Professional Seals �I 1 Jonathan Rae License # AR0094342 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06 15.2012 02 BID SET 06 29.2012 03 ISSUE FOR PERMIT 07 27 2012 No. Revision Description YYYY-MM-DD Drawn by HOK Reviewed by HOK Project No 12.01622.00 Sheet Title: LEVEL 1 FINISH PLAN Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number A221_ c� ai N_ O N r— N I — FURNITURE PLAN -LEVEL 1 1 /8" = 1'-01, GENERAL FURNITURE NOTES 1. ALL SYSTEMS, OFFICE, & ANGLARY FURNITURE SHOWN FOR REFERENCE ONLY. 2. GC TO COORDINATE POWER& DATA REQUIREMENTS FOR ALL SCHEDULED EQUIPMENT. NOTE: REFERENCE SHEETA005 FOR ADDITIONAL INFORMATION Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 K ;,sf 6 One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 ,In Association with SDM Consulting Engineers MEP Engineer 135 Almeria Ave_ Coral Gables, FL 33134 305.446-2788 Key Plan C' Professional Seals Jonathan Rae License # It No. Issue Description YYYY-MM-DD EQUIPMENT LIST 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 - 1 REFREGERATOR 03 ISSUE FOR PERMIT 07 27.2012 - - FMICROWAVE 3 COFFEE MAKER 4 -IV LCD MONITOR/ No. Revision Description YYYY-MM-DD FNOT USED 7 UNDEROOUNTER ICE MAKER - . ❑g FLOOR MODEL PRINTER( COPPIER- GCTO COORNINATE POWER REQUIREMENTS 9 UNDERCOUNTER REFRIGERATOR ...... _ -_ 10 RECYCLING BIN (2(YXLd') Drawn by HOK Reviewed by HOK Project No 12.01622.00 11 TRASH CAN Sheet Title: 12 HAND SANITIZER LEVEL 1 FURNITURE 13 METAL SHELF - REFERENCE KEY NOTE 71 ON SHEET M01 PLAN Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number FILM P VERIF WITH ( ELEVATION AT BRAN TRIPTYCH 1/4" = 1'-0" LEVEL_ 1 � 0" V 19-7" ` WALL BASE M43-1) ING— TRAINING RO M I I N - co LE ELEVATION AT BRANDING — TRAINING ROOM STOREFRONT 1/4" = 1'-0" )ANTED GYP. BOARD PARTITION. 2EFERENCE FINISH PLANS & NOTES. -ILM PROMDEDBYOTHER. TYPICAL \T ALL ACTIVITY ROOM GLAZING. 3C TO VERIFY FINAL GRAPHIC .00ATION WITH GRAPHIC VENDOR VEL 1 n p° ., Project - b HUMANA— ZEPHYRH I LLS, FLORIDA —GUIDANCE BREAK/ COPY _. ANITOR CENTER 116 0 RESTROOM SIGNAGE PROVIDED - ;� `"" "`Y a 7920 GALL BLVD. BY OTHER GC TO VERIFY FINAL -_ ZEPHYRHILLS FLORIDA 33541 GRAPHIC LOCATION & ADA� REQUIREMENTS WITH GRAPHIC ' Prepared for VENDOR _-_- —_ HUMANA INC. g . l TOILET 114 w Contract No: 12.01622.00 TRIPTYCH- IMAGE BRAND ON PVC MOUNTED WITH ALUMINUM STANDOFFS AND BACKED WITH ALL MOUNT ALUMINUM. POP UP BANNER WIT1 IMAGE BRANDING ON STOREFRONT EXTERIOR WITH R LM ON GLASS OPEN OFFICE 111 FURNITUREvu STORAGE I� VENDOR 102A 110 8-6' 1 3-6' 1 3'-6' TRAINING 102 BRANDING PLAN —LEVEL 1 1/8" = 1'-0" CE CORRIDOR C100 TOILET 1.13- TOI LET !J12- STORAGE 108 OFFICE 107 OFFICE 106 OFFICE 105 OFFICE 104 CONSULT 103 EQ EQ I NG FILM ON SEE IONS FOR NUM HUMANA DREFRONT EXTERIOR WITH FILM GLASS AND CABLE DISPLAY STEM. PROVIDE ADDITIONAL )CKING FOR CONNECTION TO =CIFY BRANDING ELEMENT. GC COORDINATE WITH GRAPHIC STOREFRONT EXTERIOR WITH FILM ON GLASS VINYL LETTERING OF HUMANA LOGO AND HOURS OF OPERATION L� }OK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 do Association with lii Y j r`a SDM Consulting Engineers MEP Engineer 135 Almeria Ave_ Coral Gables, FL- 33134 305-446.2788 Key Plan Ct Professional Seals Jonathan Rae License # AR0094342 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD Drawn by HOK Reviewed by HOK Project No 12.01622.00 Sheet Title: BRANDING LOCATION PLAN Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number A241 NO ti L! rn N_ O CV r N CEILING PLAN - LEVEL 1 1 /8" = 1'-01, GENERAL RCP NOTES 1. REFLECTED CEILING PLANS INDICATE: A GENERAL TYPE AND SPECIFIC LOCATION OF LIGHT FIXTURES OF SIGNAL & EQUIPMENT DEVICES. 2. ELECTRICAL ENGINEERING DRAWINGS INDICATE: A CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS. 3. MECHANICAL ENGINEERING DRAWINGS INDICATE: A DUCTS, AIR MOVEMENT REQUIREMENTS, AND SIZES OF GRILLES AND REGISTERS. 4. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS. 5. ALL STROBES SHALL BE LOCATED @+W' AFF. SEE ENGINEERS DRAWINGS FOR LOCATIONS AND SPECIFICATIONS. 6. ALL STROBES TO ALIGN VERTICALLY WITH RECEPTACLE BELOW WHERE OCCURS. 7. ARCHITECTTO REVIEWALL LIGHT/CEILING FIXTURE LOCATIONS PRIORTO INSTALLATION. 8. INSTALL THE SUSPENDED CEILING GRID TO BE LEVEL WITHIN ATOLERANCE OF 1/8' IN 1Z-G'. ANCHORAS REQUIRED. 9. ARCHITECT TO REVIEW LOCATIONS OF ALL SLOT DIFFUSERS, SPRINKLERS, SMOKE DETECTORS, ETC. IN GYP BD CEILINGS AND RETURN WITHIN 5 BUSINESS DAYS OF RECEIPT. 10. WHERE ACOUSTICAL PANELS ARE REQUI RED TO BE CUT, CUT THE PANELS TO MAINTAI N A SHARP AND NEAT EDGE. 11. INSTALL NEW SPRINKLER HEADS AND LIGHT FIXTURES AT THE CENTER OF THE ACOUSTICAL CEILING PANEL UON. 12. MEP & FP TO COMPLY WITH ALL APPLICABLE CODES AND SUBMIT SHOP DRAWINGS FOR ARCHITECT REVIEWOF ALL LOCATIONS OF DEVICES PRIOR TO INSTALLATION AND RETURN WITHIN 5 BUSINESS DAYS OF RECEIPT. 13 RELOCATE EXISTING SPRINKLER HEADS IN ACCORDANCE WITH APPLICABLE CODES AS REQUIRED TO COORDINATE WITH NEW CONSTRUCTION. 14. INSTALL SUSPENDED CEILING GRID TO BE CENTERED IN ROOM, UON. 15. COORDINATE CEILING MOUNTED SPEAKERS AND A/V DEVICES WITH A/V VENDOR KEYED NOTES 31 PROVIDE POWER & CABLE IN CEILING FOR CEILING SUSPENDED AV EQUIPMENT. MIN 6'-0" WHIP. 33 ALIGN EDGE OF SOFFIT WITH FACE OF MULLION 38 GC TO VERIFY LIGHT LOCATION WITH FINAL FURNITURE LAYOUT. RCP LEGEND 2 X2 GRID AND TILE SYSTEM -SEE SPECIFICATIONS GYPSUM BOARD CEILING AS INDICATED ON PLAN. SEE FINISH PLAN FOR PAINT SPECS. 9-O"AFF FINISHED CEILING HEIGHT AS INDICATED ON PLAN UON 8-0" AFF FINISHED CEILING HEIGHT AS INDICATED ON PLAN LION CEILING MOUNTED EXIT SIGN 2'x4 RECESSED FLUORESCENT LIGHT FIXTURE F1 LIGHTOLIER- COFFAIRE II STATIC 2 LAMP S.O. T5 Zx4' DIMMABLE RECESSED FLUORESCENT LIGHT F1D FIXTURE LIGHTOLIER- COFFAIRE II STATIC LAMP S.O. T5 F3 O 5' RECESSED DOVVN LIGHT OC1VENTRY-6HF1 F4 DECORATIVE PENDANT LIGHTOLIER - LYTESPACE ACCENT SYSTEM W/ TALL BELL SHADE 48686LC LIGHT CARAMEL LAMP AT 4-6" AFF AND 9-0' AFF F5 I_ —C CHAJN HUNG FIXTURE WITH WIRE GUARD TRACK LIGHT - HUNG @ MIN. TU' AFF. MFG: TECH LIGHTING F12 STYLE: 700M10A (24" LENGTHS IN ANTIQUE BRONZE W/ BROWN INSULATORS) LAMPS: AERO"FIREBIRD" GLASS Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 �. I `° K q;�S A One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 -In Association with SDM Consulting Engineers MEP Engineer 135 Almeria Ave_ Coral CGables, FL 33134 305.446.2788 Key Plan C' Professional Seals No. Revision Description YYYY-MM-DD Drawn by HOK Reviewed by HOK Project No 12.01622.00 Sheet Title: LEVEL 1 REFLECTED CEILING PLAN Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number Q rn u7 v M N_ O N N I- ENLARGED PLANS - BREAK/ COPY 1/4" = 1'-0" PTDR WR F----� O I � CLEAR FLOOR SPACE 3U' MIN d- M El PTD HD SND SNDU IIVJULH I C EXPOSED PIPES MIRROR SOAP DISPENSER A. PLAN B. FRONT ELEVATION MOUNTING HTS-SANITARRY ACCESSORIES 1/2" = 1'-0" RAJ NTED GYP BOARD (PT-1) CALL FOR ASSIST. BUTTON BEYOND (TYP) MAX OPERABLE PART @ 48' AFF SCHED ACCESSORIES ALIGN GROUT LINES OF RA16 A3 P R`A02 R)—< RA01 ri RA08 v 114 _ F33.0 R OA 9 TOILET 6 ,' f `� — 114 LL R 4 y 00 co RA11 3AP v 4� (� RA07� RA12 � � v < i-- °O O Q `.o U C3AP �' RA07� RA12 TOILET m a'°PPCl) 00' •� �\ Rv 3AP 7 A401 15 �I v N CV OPP OPP — R 1A 4 00y % ZD 6 RA02 9 RR09 v v 113 OPP RA08 RA16 `9 RA01 )--( U 4�' P RA07� ¢ RA33 TOILET ' v RA12 0 Al 112 N 17 OPP A401 15 OPP w RiRi ao 6 Y--� R 1A 4 RA02 OPP vJ _ 112 R OA 9 RPM RA08 C3AP RA01 lei 101 RA33 v ( 2 ri NLARGED PLANS - RESTROOMS 4" = 1'-0" SANITARY ACCESSORIES LIST ABBR. DESCRIPTIONS CH COAT HOOK HD HAND DRYER PTD PAPER TOWEL DISPENSER WHITE PTDR PAPER TOWEL DISPENSERWASTE RECEPTACLE SD SOAP DISPENSER ® SND SANITARY NAPKIN DISPENSER SNDU SANITARY NAPKIN DISPOSAL UNIT TTD TOILET TISSUE DISPENSER TSCD TOILET SEAT COVER DISPENSER TTDrTSCD TOILET TISSUE DISPENSER FOILET SEAT COVER DISPENSER WR WASTE RECEPTACLE SD TTD/TSCD TSCD CH TTD 6 X 6 WALL TI LE AS SCHEDULED (\NT-5) MIRROR C. SIDE ELEVATION D. FRONT ELEVATION SOLID SURFACE COUNTERTOP (SS-1) SCHEDULED MILLWORK WITH PLAM FINISH (PL-1) LEVEL- I ALIGN GROUT LINES OF — �„ V WALSTILES WITH FLOORTILE— co v M co co PAINTED GYP BOARD (PT-1) 39' - 41" CLEAR AREA FOR GRAB BAR OUTLINE OF RECESSED TOILET TISSUE(COVER DISPENSER 19' GRAB BAR 42" GRAB BAR I TOILETTISSUE DISPENSER Cl) 54' MIN— E. SIDE ELEVATION 3 PAINTED GYP BOARD (PT-1) MOSAIC WALL TI LE AS SCHEDULED (WT-6) C° o L LEVEL 1 SURFACE MOUNTED PAPER TOWEL DISPENSER ALIGN GROUT LINES OF WALL TILES WITH FLOOR TI LES TILE BASE (W\43-2) PAINTED GYP BOARD (PT 1) ALIGN GROUT I OF WALL TILES FLOOR TI LES TILE BASE (WS LEVEL oil A961 '► RESTROOM ELEVATION RESTROOM ELEVATION RESTROOM ELEVATION T TROOM ELEVATION 4 1 /4" = 1'-01, ( ) 114" 1 /4" = 1'-0" ' 0" LEVEL 1 /1 0" �1 KEYED NOTES 7 COORDINATE POWER REQUIREMENTS & MOUNTING HEIGHTS WITH SCHEDULED EQUIPMENT 16 INSTALL GARBAGE DISPOSAL UNDER SINK -WASTE KING LEGEND SERIES 9930 OR EQUAL. PROVIDE POWER AS REQUIRED 21 PROVIDE WATER LINE AND SHUT OFF VALVE FOR COFFEE MAKER, ICE MAKER, AND REFRIGERATOR. GC TO COORDINATE FINAL LOCATION WITH TENANT. RA01 SURFACE MOUNTED SOAP DISPENSER RA02 SURFACE MOUNTED PAPER TOWEL DISPENSER RA07 18" GRAB BAR (VERTICAL) RA08 36" GRAB BAR RA09 48" GRAB BAR RA11 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL RA12 SURFACE MOUNTED SEAT COVER DISPENSER RA14 RECESSED TOILET PAPER DISPENSER RA16 SURFACE MOUNTED COAT/TOWEL HOOK RA33 WALL MOUNTED WITH FRAME BY DESIGNER MOULDING; THE WOODS, PROFILE W2, FINISH 601 Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 L 1P`4kpt (p.5 i One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 -In Association with SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 Key Plan 1 SCHEDULED MILLWORK YA960WITH PLAM FINISH (PL-1)� 3_0 3"xG'CERAMIC TILE BACKSPLASH. SEE XN1_'1IW UNDERCOUNTER REFRIGERATOR BEYOND. NO BASE ON THIS CABINET SOLID SURFACE COUNTERTOP (SS-2) SCHEDULED MILLWORK WITH PLAM FINISH (PL-1) UNDERCOUNTER ICE -MAKER BEYOND 4 A960 PAINTED GYP. BOARD. REFERENCE FINISH -�' PLANS & NOTES SCHEDULED MILLWORK WITFWLAM FINISH (PL-1) mom .11 1 � 1 *1 1 � 1 � � � ELEVATION AT COFFEE BAR 1/4" = 1'-0" ELEVATION AT TRAINING ROOM 1/4" = 1'-0" Q 0 LO M 0) N_ O N r N 0 N :VEL 1 Illu 0" V 4' TOE KICK PL-2) tK -1) d-In 119" PAINTED GYP. BOARD PARTITION. REFERENCE FINISH PLANS & NOTES. 111 ELEVATION AT COFFEE AREA TV DISPLAY 1/4" = 1'-0" vvrv_1_ d+or_ kvvo- 1) NIKAUIUKINSIAI I LUA/V LED TENANT PROVIDED 'WALL BOX TO RECEIVE JLLSTRINGS FORALLA/V 'ROVIDE CONDUIT FORA(V ROVIDE ADDITIONAL D. REFERENCE AV AL INFO ARTITION. NS & NOTES. =VEL 0" PLASTIC LAMINATE BOOKCASES 12' DEEP W/ FULLY ADJUSTABLE SHELVES W/ POST AND HOLES (NO 01MNERFURNISHED CONTRACTOR INSTALLED A/V VISIBLE BRACKETS) EQUIPMENT. GC INSTALLED TENANT PROVIDED FLAT PANEL TV DISPLAY WALL BOX TO RECEIVE DUPLEX OUTLETAND PULLSTRINGS FOR ALL A/V 04MVER FURNISHED CONTRACTOR CABLINGAS NEEDED. PROVIDE CONDUITFORA/V INSTALLEDA/V EQUIPMENT. GC INSI CABLING AS NEEDED. PROVIDE ADDITIONAL TENANT PROVIDED PLASMA DISPLN BLOCKI NG AS REQUI RED. REFERENCE AV BOX AND WALL BRACKET. BOX TO R DETAILS FORADDITIONAL INFO DUPLEX OUTLET AND PULLSTRINGS EQUIPMENT BEYOND CABLING.AS NEEDED. PRCkADE ADD BLOCKING AS REQUIRED _LEVEL 1 0" 1 A960 SCHEDULED MILLVW)RKj WITH PLAM FINISH (PLA) i COUNTERTOP \ PLAM FINISH (PL-2) b SCHEDULED MILLWORIq N WITH PLAM FINISH (PL-1) N 3-al ELEVATION AT BREAK 1/4" = 1'-0" 4" TOE KICK ELEVATION AT BOOKCASE 1/4" = 1'-0" LEVEL 1 0" v n ELEVATION AT BREAK 1/4" = 1'-0" r HINTED GYP. BOARD. EFERENCE FINISH LAMS & NOTES. Project HUMANA- ZEPHYRHILLS, INISHED END FLORIDA - GUIDANCE EACH SIDE) CENTER CHEDULED IILLWORKV\ATH 7920 GALL BLVD. LAM FINISH (PLA) ZEPHYRHILLS, FLORIDA 33541 Prepared for "TOEIgCK HUMANA INC. " WALL BASE (V\ B-1) EVEL Contract No: 12.01622.00 0,. H O K One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 -In Association with SCHEDULED MILLVUDF2K M, 1111FAMM WITH PLAM FINISH (PL-1) SDM Consulting Engineers MEP Engineer COUNTERTOP 135 Almeria Ava_ PLAM FINISH (PL-2) Coral Gables FL 33134 305.446.2788 SCHEDULED MILLWORK WITH PLAM FINISH (PLA) EL 1V0" 4" TOE KICK Key Plan Professional Seals M c� 0 LO M M N_ 0 N N FRAME TYPES FINISH FACE OF FINISH FACE OF FINISH FACE OF FINISH FACE OF INTERSECTING INTERSECTING INTERSECTING INTERSECTING PARTITION PARTITION PARTITION Z_ PARTITION I.. PER PLAN J. FORESHORTENED 11/2 SHED. 11/2' 1112 -0EQ EQ 1112 11/2 1112' 112' - CV 3-aC CV C? o C? o ti ti ti GLA GL-1 GL-1 GLA TYP. EQ EQ EQ EQ EQ Of EQ EQ EQ EQ EQ EQ 011 01 <a> O O DOOR SCHEDULE DOOR # RM. NAME DOOR FRAME FIRE RATING HARDWARE GROUP COMMENTS TYPE WIDTH 1 HEIGHT MATRL GLASS TYPE FRAME TYPE MATRL FRAME HEAD FRAME JAMB FRAME MULLION FRAME SILL _ wrim 102 TRAINING FG 3 - 0" T - 3' WD GLA 04 AL 2IA902 1/A902 3IA902 6IA902 WA GROUP 1.1 1021 TRAINING FG 3-al T - a' WD GLA 03 AL 2JA902 1/A902 3IA902 6(A902 N/A GROUP 1.1 102A FURNITURE STORAGE F 3-al T - C>" WD WA 01 HM 2/A902 1/A902 WA N/A N/A GROUP 3 102A-1 FURNITURE STORAGE F 3-al T - Cl" WD WA 01 HM 2/A902 1/A902 WA WA N/A GROUP 3 103 CONSULT F 3-01 T - CY' VVD WA 02 AL 2IA902 1/A902 SA902 6(A902 WA GROUP 1 104 OFFICE F 3 - W T - 0" WD N/A 02 AL 2/A902 1/A902 SA902 UA902 WA GROUP 1 105 OFFICE F & - 0" T - 0" WD WA 02 AL 2/A902 1/A902 3/A902 6/A902 WA GROUP 1 106 OFFICE F 3 - 0" T - 0" WD NIA 02 AL 2/A902 1/A902 SA902 6(A902 WA GROUP 1 107 OFFICE F 3 - 0" T - 0" WD WA 02 AL 2IA902 1/A902 3IA902 6IA902 WA GROUP 1 108 STORAGE F 3- CP' T - 0" WD WA 01 HM 2/Ag02 1/A902 WA WA WA GROUP 3 109 IT F 3 - 0' T - 0" V D WA 01 HM 2/A902 1 /A902 WA WA 20 MIN GROUP 4 CARD READER 110 VENDOR F 3' - Cr' T - CP' VVD WA 01 HM 2/A902 1 /A0,02 WA WA WA GROUP 5 CARD READER 112 TOILET F 3 - 0" T - 0' WD WA 01 HM 2/A902 1/A902 WA WA N/A GRCUP 2 113 TOILET F 3 - 0" T - (T WD WA 01 HM 12JA902 IIA902 WA WA WA GRCUP 2 114 TOILET F 3 - 0" T - Cl" WD WA 01 HM 2/A902 1/A902 WA WA WA GROUP 2 115 CORRIDOR F 3 - CP' T - (T WD NIA 01 HM 2JA902 1/A902 WA WA WA GROUP 3 X100 RECEPTION PION FG 3 - 0" T - 0" ETR WA ETR AL WA GROUP 6 EXISTING DOOR PROVIDE CARD READER REFERENCE SECURITY DRAWINGS FOR HARDWARE. 24r7 LOCK X116 BREAK/ COPY F 3 - 0' T - 0" WA HM WA GROUP 6 EXISTING DOOR PROVIDE CARD READER REFERENCE SECURITY DRAWINGS FOR HARDWARE. 24/7 LOCK HARDWARE GROUPS GROUP I HARDWARE REMARKS GROUP 1 LEVER TYP. OFFICE - HINGES • PASSAGE LATCHSET TYP. OONF. • DOOR STOP TYP. HUDDLE GROUP 1.1 LEVER • HINGES • PASSAGE LATCHSET ACTIVITY ROOM • CLOSER • DOORSTOP GROUP2 LEVER - HINGES - PUSI-VPULL HARDWARE TOILET ROOMS • DOOM STOP • CLOSER GROUP3 - LEVER STORAGE • HINGES • STOREROOM LOCKSET • CLOSER - DOOR STOP GROUP 4 LEVER IT ROOM • PIANO HINGES - STOREROOM LOCKSET - ELECTRIC STRIKE • CARD READER - CLOSER • DOORSTOP GROUP 5 LEVER VENDOR ROOM • HINGES • STOREROOM LOCKSET . ELECTRICSTRIKE • CARD READER • CLOSER • DOOR STOW GROUP 6 - LEVER • HINGES SUITE ACCESS • STOREROOM LOCKSET • ELECTRIC STRIKE CONTROL . • CARD READER • CLOSER • DOOR STOP • FLUSH BOLTS AT FRONT DOOR HARDWARE SPECIFICATIONS ITEM MANUF. MODEL FUNCTION FINISH REMARKS LEVER HARDWARE TYP. SCHLAGE AL SERIES - JUPITER WA 612 SATIN BRONZE LEVER HARDWARE (IT FM SCHLAGE ND SERI ES - ATHENS WA 612 SATIN BRONZE PASSAGE LATCHSET SCHLAGE AL SERIES - JUPITER AL10S 612 SATIN BRONZE OFFICE LOCKSET SCHLAGE AL SERIES - JUPITER AL50PD 612 SATIN BRONZE CLASSROOM LOCKSET SCHLAGE AL SERIES- JUPITER AL70PD 612 SATIN BRONZE STOREROOM LOCKSET SCHLAGE AL SERIES - JUPITER AL80PD 612 SATIN BRONZE PRIVACY, LOCKSET SCHLAGE ALSERIES -JUPITER AL40S 612SATIN BRONZE "OOCUPIED"INDICATOR PIVOTS RIXSCN 340 WA CONCEALED NON -HANDED HINGE McKINNEY TB2714 WA SATIN BRONZE 3 pGDT 4 a�T ELECTRIC STRIKE HES 5200 SERIES 630 SATIN STAINLESS CLOSER LCN 4040 SERIES WA SATIN BRONZE (ADA, NO THROUGH BOLTS) DOORSTOP IVES 411 / 434 WA WA FLOOR MOUNTED DOORSILENCERS IVES SR66 GRAY I I z w J M O � I W LL O q m Lo O o z m O O ao C0 CO CV O O C-) 0 I ELEV VIEW DOOR TYPES 6' 6. 0 F FG FLUSH FULL GLASS SPECIALTY WALL FINISH VVI ERE SCHEDULED ALIGN DEVICES VERTICALLY V+ERE SHOMJ STACKED I N PLAN VIEW 1 oa\ b a1 •_ DEVICES, SIGNS, OR FEC BELOW WALL MTD S1GNAGE, VM--ERE SCHEID LIGHT SWITCHES, THE ;a\ 0 AT n��7i:� •.�f177�K� DOOR LATCH, PANIC DEVICE • 0. •� - �••- re"EXAMIN FIN FLRAS SC HEIR GENERAL NOTES 1. ALL WOOD ON DOORS TO BE WD-1 UON. REF FINISH LEGEND ON SHEETA221 FOR ADDITIONAL INFORMATION 2. ALL GLASS IN DOORS TO BE GLA LION. REF FINISH LEGEND ON SHEETA221 FOR ADDITIONAL INFORMATION. 3. DOOR AND FRAME ASSEMBLIES SHALL COMPLY VVITH ALL GENERAL NOTES & LEGENDS, DOOR AND FRAA/E DETAILS, COMPONENTS INDICATED BY THE "DOOR FRAME SCHEDULE", AND PROJECT REQUIREMENTS AS SPECIFIED. 4. DOOR TYPE SYMBOLS REFERENCE "DOOR TYPE DIAGRAMS", INDICATING LAYOUT OF THE DOOR ASSEMBLY, LOCATION AND SIZE OF GLASS AND LOUVER PANELS, AND DIMENSIONS OF RAILS AND STILES. �J.'•,�ill•.��[i• 7��.mi��l•7Ir=�•: icIC�1CJl�.�.�1 6. GLA = 1 /4" TEMPERED, GL-2 = 1 /2' TEMPERED. 7. GC TO PREP ALL DOORS AND FRAMES AS REQUIRED FOR ELECTRONIC HARDWARE. 8. GC TO VERIFY CARD READER LOCATIONS WITH TENANT SECURITY. 9. ALL FRAMES AND STOREFRONT SYSTEMS TO BE ANODIZED BRONZE FINISH UNO. 10. DOOR CLOSERS MUST COMPLY WITH FBC 11- 4.13.10: IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 31 NCHES FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. 11. DOOR OPENING FORCE MUST COMPLY WITH FBC 11-4.13.11: THE MAXIMUM FORCE FOR PUSHING OR PULLI NG OPEN A DOOR SHALL BE AS FOLLOWS: (1) FIRE DOORS SHALL HAVE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY (2) OTHER DOORS: (A) EXTERIOR HINGED DOORS SHALL BE SO DESIGNED THAT SUCH DOORS CAN BE PUSHED OR PULLED OPEN WITH A FORCE NOT EXCEEDING 8.5 LBF (B) INTERIOR HINGED DOORS: 5 LBF (C) SLIDING OR FOLDING DOORS: 5 LBF THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT MAY HOLD THE DOOR IN A CLOSED POSITION. ALIGN DEVICES VERTICALLY VVHERE SHORN STACKED IN PLAN VIEW F LIFE SAFETY DEVICES -CENTER ABC VE_ F1 DEVICES, SIGNS, T r OR FEC BELOW R WALL MTDSIGNAGE, V\HERE PLAN VIEW SCHED DOOR LATCH, PANIC DEVICE LIGHT SWITCHES, THERMOSTAT TELECOM, 1 UPANCY 1 r SENSOR, RH�LARM z LU J CARD READER, DOOR CONTROL DEVICES DOOR FRAME/WALL OPNG WHERE OCCURS w m O VCIICE/DATA/POJ\ER DEVICES, U) A UON U_ O FI N FLR AS SCHFD m C? O 4-)o _ z z LOCATE DEVICES 6" FR(DM `P O O DOORMALL CPNG, CRAS Zo N o z DIMENSIONED, VU IERE NOT m M 00 DIMENSIONEID, LOCATE@ NEAREST MET STUD FROM LOCATION SHORN ON FLOOR PLAN 6', LION GENERAL DEVICE ALIGNMENT DIAGRAM - OPEN DOOR GENERAL DEVICE ALIGNMENT DIAGRAM 3/8" = 1'-0" 3/8" = 1'-0" Project H U MANA- ZEPHYRH I LLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HS p` T One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 -In Association with SDM Consulting Engineers MEP Engineer 135 Almeria Ave_ Coral C3ables, FL 33134 305.446.2788 Key Plan Professional Seals 1 Jonathan Rae License # A 094342 4" UON Cl) JAMB DETAIL 6" = 1'-0" SILL DETAIL 6" = 1'-0" 0 LO c� N O N N INTERSECTING PARTN WHERE OCCURS DOOR WIDTH ATTACH ALUM FRAME W/MI N #8 SELF -TAP SM SCREWS @12 OC ALUM FRAME POSITION OF GASKET 1 AS SCHEDULED DOOR TYPE AS SCHEDULED ALUM SNAP -ON TRIM PARTN TYPE AS SCHEDULED, PROVIDE FRAMING AS INDICATED BY MET STUD FRAMING DIAGRAM A930-2010A S SCHEDULED AME, BLE STOP @SILL .L ANCHOR, ATTACH R W/ MIN 1/8' PDF @ 1/4" EMBEDMENT, =R SILL ANCHOR JAMB OR VERTICAL BEYOND AP -ON TRIM FL E* A930-2011 H HEAD DETAIL �DP, LION MULLION DETAIL 6" = 1'-0" PARTN TYPE AS SCHEDULED, PROVIDE FRAMING AS INDICATED BY MET STUD FRAMING DIAGRAM ALUM SNAP -ON TRIM ATTACH ALUM FRAME W/MIN #8 SELF -TAP SM SCREWS @12' OC POSITION OF GASKET AS SCHEDULED DOOR TYPE AS SCHEDULED ALUM DOOR FRAME LINE OF JAMB BEYOND ALUM SNAP -ON TRIM ALUM MULLION Te7I_L�yr.Y.Yfa��.�l�q�7 LINE ClF SILL OR HORIZ MULLION INDICATED BEYOND A930-2011 C JAMB DETAIL 6" = 1'-0" SILL DETAIL 6" = 1'-0" ALUM SNAP -ON TRIM ALUM FRAME GLASS AS SCHEDULED DOOR TYPE AS SCHEDULED POSITION OF GASKET AS SCHEDULED LINE OF SILL OR HORIZ MULLION BEYOND A930-2011 B LINE OF JAMB OR VERTICAL MULLION BEYOND GLASS AS SCHEDULED ALUM FRAME, REMOVABLE STOP @ SILL ALUM SNAP -ON TRIM ATTACH ALUM FRAME W/MIN #8 SELFTAP SM SCREWS 012 OC PARTN TYPE AS SCHEDULED, PROVIDE FRAMING AS INDICATED BY MET STUD FRAMING DIAGRAM HEAD DETAIL 6" = 1'-0" HEAD DETAIL 6" = 1'-0" PARTN TYPE AS SCHEDULED, PROVIDE FRAMING AS INDICATED BY MET STUD FRAMING DIAGRAM ATTACH ALUM FRAME W/MIN #8 SELF -TAP SM SCREWS @12 OC ALUM SNAP -ON TRIM ALUM FRAME GLASS AS SCHEDULED LI NE OF JAMB OR VERTICAL MULLION BEYOND A930-2011 D LINE OF SILL OR HORIZ MULLION BEYOND GLASS AS SCHEDULED ALUM SNAP -ON TRIM POSITION OF GASKET AS SCHEDULED ALUM FRAME DOOR TYPE AS SCHEDULED JAMB DETAIL 6" = 1'-0" t r`: INTERSECTING PARTN WHERE OCCURS Project ALUM SNAP ON TRIM HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE ATTACH ALUM FRAME CENTER W/MIN #8 SELF TAP SM scREw3@120C 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. GLASS TYPE AS SCHEDULED Contract No: 12.01622.00 ALUM FRAME LINE OF SILL OR MULLION BEYOND PARTN TYPE AS SCHEDULED, PROVIDE FRAMING AS INDICATED BY MET STUD FRAMING DIAGRAM HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 In Association with SDM Consulting Engineers MEP Engineer 135 Almeria Ave_ Coral Gables, FL 33134 305.44 B-2788 Key Plan Professional Seals i PARTITION TYPE GENERAL NOTES THE "PARTN TYPE SYMBOL", ILLUSTRATED BELOW, REPRESENTS THE COMPLETE EXTENT OF ALL PARTNS INDICATED BY THE SYMBOL ON THE FLOOR PLANS, AND OTHER DRAWINGS IN THE PROJECT DOCUMENTS. REFER TO PARTN TYPE DETAILS INDICATED BY THE "PARTN TYPE" CHARACTER ON THE TAG, FOR EXAMPLE: DETAIL "TYPE A'. REFER TO THE FIRE RATING LEGEND FOR THE FIRE -RESISTANCE CLASSIFICATION NOTED BY THE "FIRE RATING INDICATION' ON THE TAG, FOR EXAMPLE: "1" = 60 MIN FIRE -RESISTANCE RATED ASSEMBLY. REFER TO METAL STUD SIZE OR CMU NOM VMDTH AS INDICATED BY THE "METAL STUD/CMU WIDTH" CHARACTER ON THE TAG, AS SHOWN ON PARTN TYPE DETAILS, FOR EXAMPLE: '7 = 3-5/8' METAL STUDS. REFER TO THE "PARTN TYPE MODIFIER' NOTES BELOW, WHICH APPLY TO EACH PARTN WHERE MODIFIER CHARACTERS) ARE SHOVMV ON THE TAG. REFER TO THE "PARTN KEYNOTES" AS INDICATED, WHICH APPLY TO EACH PARTN WHERE KEYNOTE CHARACTERS) ARE SHOVMV GENERAL NOTES - IBC SEISMIC CATEGORY A-C: ALL METAL STUD PARTN TYPES SHALL COMPLY VIIITH PARTN TYPE GENERAL NOTES, AND THE "METAL STUD SPAN SCHEDULE" INDICATING MIN METAL STUD WIDTH, SPACING, GAUGE, AND LIMITING VERT SPAN. ALL CMU PARTN TYPES SHALL COMPLY VMTH PARTN TYPE GENERAL NOTES, AND "CMU LINTEL SCHEDULE" FOR MIN CMU REINFORCING AND LIMITING LINTEL SPANS. GENERAL NOTES - IBC SEISMIC CATEGORY D-F: ALL METAL STUD PARTN TYPES SHALL COMPLY W/ PARTN TYPE GENERAL NOTES, & ALL METAL STUDS SHALL BE MIN 20 GA, LION. ALL CMU PARTN TYPES SHALL COMPLY WITH PARTN TYPE GENERAL NOTES, AND REINFORCING AS INDICATED ON THE STRUCTURAL DRAWINGS, UON. PARTITION TYPE TAG: PARTITION (AS INDICATED ON FLOOR PLANS) FIRE RATING INDICATION PARTITION TYPE NET STUD/CMU WIDTH PARTITION TYPE MODIFIER 2A3A S50 - PARTITION KEYNOTE PARTITION TYPE MODIFIERS: THE FOLLOVVI NG NOTES APPLY TO THE FULL EXTENT OF EACH PARTN, WHERE "PARTN TYPE MODIFIER' CHARACTER(S) ARE SHOWN ON THE TAG: A PROVIDE ACOUSTIC BATT INSUL FULL DEPTH OF EACH METAL STUD CAVITY B. PROVIDE ACOUSTIC BATT INSUL FULL DEPTH OF EACH MET STUD CAVITY, AND ACOUSTIC BATT INSUL ABOVE TOP OF PARTN, MIN 36' EACH DIRECTION PERPENDICULAR TO PARTN C. PROVIDE (1) ADDITIONAL LAYER OF 5/8' GYP BD ATTACHED TO (1) SIDE OF SCHED PARTN TYPE AS INDICATED, EXTEND FULL HT OF PARTN, PROVIDE ACOUSTIC BATT INSUL FULL WIDTH OF EACH STUD CAVITY D. PROVIDE (1) ADDITIONAL LAYER OF 5/8' GYP BD ATTACHED TO BOTH SIDES OF SCHED PARTN TYPE, EXTEND FULL HT OF PARTN, PROVIDE ACOUSTIC BATT INSUL FULL WIDTH OF EACH STUD CAVITY E. PROVIDE ADDITIONAL LAYERS OF 5/8' GYP BD ATTACHED TO SCHED PARTN TYPE - (2) LAYERS ON (1) SIDE, (1) LAYER ON OPPOSITE SIDE OF PARTN AS INDICATED, EXTEND LAYERS FULL HT OF PARTN, AND PROVIDE ACOUSTIC BATT INSUL FULL WIDTH OF EACH STUD CAVITY F. PROVIDE (2) ADDITIONAL LAYERS OF 5/8' GYP BD ATTACHED TO BOTH SIDES OF SCHED PARTN TYPE - EXTEND LAYERS FULL HT OF PARTN, PROVIDE ACOUSTIC BATT INSUL FULL VMDTH OF EA STUD CAVITY G. PROVIDE (1) LAYER 5/8' LAM ACOUSTIC GYP BD (TYPE X ON FIRE -RATED PARTN) ATTACHED TO FACE OF MET STUDS ON (1) SIDE OF SCHED PARTN TYPE IN PLACE OF (1) LAYER OF SCHED GYP BD, AND PROVIDE ACOUSTIC BATT INSUL FULL DEPTH OF EACH MET STUD CAVITY H. PROVIDE (1) LAYER OF 5/8' LAM ACOUSTIC GYP BD (TYPE X ON FIRE -RATED PARTN) ATTACHED TO FACE OF MET STUDS ON BOTH SIDES OF SCHED PARTN TYPE IN PLACE OF (1) LAYER OF SCHED GYP BD ON BOTH SIDES, AND PROVIDE ACOUSTIC BATT INSUL FULL DEPTH OF EACH MET STUD CAVITY J. TERMINATE ADDITIONAL LAYERS OF GYP BD AS SCHED @4" ABOVE FINISH CLG, LION K PROVIDE PARTN TYPE AS SCHED, WITH MET STUDS @24" OC L. PROVIDE PARTN TYPE AS SCHED, WITH MIN 20 GA MET STUDS @ 16' OC M. PROVIDE PARTN TYPE AS SCHED, WITH MIN 18 GA MET STUDS @ 16' OC N. PROVIDE PARTN TYPE AS SCHED, WITH MIN 16 GA MET STUDS @ UT OC P. PROVIDE (1) LAYER 5/8' WR GYP BD IN PLACE OF THE OUTSIDE LAYER OF GYP BD ON SCHED PARTN TYPE, MOUNT ON EACH FACE OF THE PARTN EXPOSED TO MOISTURE - EXTEND FULL HT OF PARTN UON Q. PROVIDE (1) LAYER OF 1/2' CEMENT BD IN PLACE OF THE OUTSIDE LAYER OF GYP BD ON THE SCHED PARTN TYPE, MOUNT ON EACH FACE OF PARTN INDICATED W/ CERAMIC TILE OR OTHER FINISH R. PROVIDE (1) ADDITIONAL LAYER 1/2' CEMENT BD ATTACHED TO FACE OF SCHED PARTN TYPE - MOUNT ON EACH FACE INDICATED WITH CERAMIC TILE OR OTHER FINISH S. PARTN TYPE 2J: ATTACH 2ND LAYER TYPE X GYP BD OVER 1" GYP SHAFT U NER BD, FULL HT OF SHAFT WALL PARTN T. PROVIDE THERMAL INSUL BATT FULL HT IN EACH STUD CAVITY, AS SPECIFIED FIRE RATING LEGEND THE COMPLETE ASSEMBLY OF EACH PARTITION WITH A FIRE RATING INDICATION SYMBOL SHOJVN ON THE TAG, SHALL COMPLY WITH ALL REQUIREMENTS OF THE FIRE -RESISTANCE RATING CLASSIFICATION: SYMBOL RATING CLASSIFICATION <OMIITTEDD NON -RATED PARTITION, LION 1 60 MIN FIRE -RESISTANCE RATED FIRE PARTITION 1S 60 MIN FIRE -RESISTANCE RATED & SMOKE BARRIER PARTN 2 120 MIN FIRE -RESISTANCE RATED FIRE BARRIER 3 180 MIN FIRE -RESISTANCE RATED FIRE BARRIER 4 240 MIN FIRE -RESISTANCE RATED FIRE BARRIER 6' MAX BEYOND LAST ANCHOR BRACKET ATTACHMENT POINT MIN 3 58' X 20 GA MET STUDS @ HANDRAIUGRAB BAR ANCHOR BRACKETS, MIN 20 GA MET STUDS @ GASEVWrOF21C/EQUIP ANCHOR BRACTS, & DBL STUDS @ANCHOR BRACKETS @ END OF PARTN x ATTACH ANCHOR BRACKET TO EA MET STUD W/ MIN (3) #8 SELF -TAP SM SCREWS MET ANCHOR BRACKET: 6'x16 GA UNPUNCHED MET STUD VMTH FLANGES COPED AT EA VERTICAL MET STUD, SPAN (2) STUDS MIN, & CONT FULL LENGTH OF EA ATTACHMENT It X NOTES: X 1. PARTN MTD HANDRAI LS/GRAB BARS: ACOUSTIC INSUL, FULL DEPTH OF DECK FLUTES X PARTN WIDTH @ALL PARTN TYPE SCHED W/ ACOUSTIC INSUL ROOF INSULATION, WHERE OCCURS SPRAY -ON FPG WHERE OCCURS TOP OF MET STUD MET DECK PARTN TYPE AS SCHED MET TOP RUNNER TRACK, 21/2' LONG LEGS X 20 GA MIN, ATTACH W/MIN # B SELF TAP SM SCREWS @12' OC ACOUSTIC INSUL, WHERE SCHED BY PARTN TYPE ACOUSTIC INSUL, FULL DEPTH OF DECK FLUTES X PARTN WIDTH @ALL PARTN TYPES SCHED W/ ACOUSTIC INSUL 4" W X 18 GA MET STRIPS @24" OC, SPAN (2) DECK FLUTES MIN, ATTACH W/ (2) #10 SELF TAP SM SCREWS EASIDE MET DECK MET TOP RUNNER TRACK, ATTACH W/(2) #8 SELF TAP SM SCREWS @ 24" OC NON -RATED PARTN TO STRUC@MET DECK 3" = 1'-0" IBOTTOM OF STRUC "NON -RATED PARTITION TO STRUC' DETAILS INDICATE ATTACHMENT TO STRUC MET TOP RUNNERTRACK, AS INDICATED ON REFERENCE DETAIL CEILING AS SCHED NOTE: PARTN TYPE 1A2 ", W/ 2-1/2" MET STUD WIDTH, SHALL INCLUDE MIN 1-1/2' THERMAFIBERSAFB BATT INSUL, FULL WIDTH OF EACH STUD CAVITY(UL-U419), (NOT REQ FOR 3-5/8" OR GREATER MET STUD WIDTH) OR, PARTN TYPE 1A2A', W/ 2-1/2' MET STUD WIDTH & SCHED W/ ACOUS INSUL, SHALL INCLUDE MIN 2-112' GLASS FIBER BAIT INSUL, FULL VMDTH OF EACH STUD CAVITY (UL-U494) MET STUD VM DTH: MET STUDS SHALL BE @ 16' OQ LION DESIGNATION STUD VMDTH 2 2-1/2' 3 3-5/8" 4 4" 6 6' 5/8' TYPE 'X GYP BD, (1) LAYER EA SIDE OF MET STUDS ACOUSTIC INSULATION GATT V\4-IERE SCHEDULED MIN 1/8" PDF 924' OC, 1-1/4" MIN EMBEDMENT • - Q • . CONCRETE FILL Q ° Q 0. OVER MET DECK ° ° A ° SPRAYED -ON FPG ON D D D D D D MET DECK :. STRUC STL BEAM SPRAYED -ON FPG ON STRUC STL BEAM 3.4 EXPANDED MET LATH, ATTACH TO MET Z CLIP @ 16'OC MET TOP RUNNER TRACK, 20 GA MIN, W/2-1/2"1- SLOTTED LEGS, ATTACH TO MET Z CLIPS W/ MIN #8 SM m SCREWS @ 16' OC IJ- � SPRAYED -ON FPG, OVER Op 5 MAX LL MET LATH & MET Z CLIPS O 0 I = a w ef 18GA METZ CLIP @ 16'OC, ATTACH TO STL BEAM W/(2) MIN 1/8' TOP OF MET STUD PDF, 1/2' EMBEDMENT ATTACH GYP BD, BOTH SIDES OF PARTN TYPE, TO MET ACOUSTIC INSUL WHERE SCHED STUDS ONLY, MIN 1/2' BELOW MET TOP RUNNER TRACK HW RATI NG NO: PARTN TYPE AS SCHED EQUIVALENT TO 1NHI 495-PSV--1338 NON -RATED PARTN TO STRUC@STL BEAM 3" = 1'-0" IBOTTOM OF STRUC "NON -RATED PARTITION TO STRUC' DETAILS INDICATE ATTACHMENT TO STRUC 1 2 A910 A910 MET TOP RUNNER TRACK, AS INDICATED ON REFERENCE DETAII CEILING AS SCHED MET STUD VMDTH: MET STUDS SHALL BE @ 16, OC, LION DESIGNATION STUDVMDTH 2 3 3 5V8" 4 4' 6 6' 5/8' GYP BD, (1) LAYER EA SIDE OF MET STUDS ACOUSTIC INSULATION BATT WHERE SCHEDULED MIN 1/8' PDF @24" OQ 1-1/4" MIN EMBEDMENT 2 HR PARTITION 1 HR PARTITION Illt• 1%�� »yi�l� ROOF INSULATION, WHERE OCCURS RATED SPRAY -ON SEALANT BOTH SIDES OF PARTN, OVERLAP MIN 1/2' ONTO FO GYP BD & 1" ONTO MET DECK W/ SPRAY -ON FPG SPRAYED -ON FPG DECK FLUTE CLOSURE, OVERLAP ONTO RATED PARTN TYPE 2 34' MIN RATED FIRE SAFING INSUL, FULL WIDTH OF GYP BD EA SIDE OF RATED PARTN TYPE MET TOP RUNNER TRACK, ATTACH TO MET DECK W/ MIN 1/8' PDF @ 12'OC, V MIN EMBEDMENT AOOUS INSUL WHERE SCHED ATTACH GYP BD, BOTH SIDES OF PARTN TYPE, TO NET STUDS ONLY, MIN 1/2' BELOW MET TOP RUNNER TRACK RATED PARTITION TYPE AS SCHED F W RATING NO: M -D-0102, OR EQ. IOC-ESR 1042 CYCLICAL HEAD OF WALL TESTS: UL 2079, ASTM E1966 ;'��_RATED PARTN TO STRUC MET DECK ROOF 3" = 1'-0" PROVIDE ACOUS INSUL BATT EXTEND MIN 36' EACH SIDE OF PARTN, @ PARTN TYPES SCHED W/ ACOUS INSUL 3-5/8'x2O GA MET STUD @ 48" OC, 45 DEG EA DIRECTION FROM TOP OF PARTN TO STRUC MET TOP RUNNER TRACK, SEISMIC ZONE 34: ATTACH W/(2) #8 SELF -TAP SM SCREWS TO EA MET STUD BRACE IBC SEISMIC CATEGORIC B-C 12 GA MIN BRACING VMRES 948' OC, EACH DIRECTION 45 DEG TO STRUC (NOT READ AT SEISMIC CATEGORY A) SUSPENDED CEILING AS SCHED ACOUSTIC INSULATION BATT ✓VHERE SCHEDULED MET STUD VVI DTH: MET STUDS INDICATED @ 16' OC, LIM DESIGNATION STUD WIDTH 2 2-1/2' 3 3-5✓8' 6 6' 5/8' GYP BD, (1) LAYER EA SIDE OF METAL STUDS MIN 1/8' PDF @24" OC, 1-114' MIN EMBEDMENT MET RUNNER TRACK 3-5/8"X20 GA MET STUD @ 48" OC, 45 DEG EA DIRECTION FROM TOP OF PARTN TO STRUC MET TOP RUNNER TRACK, SEISMIC ZONE 3-4: ATTACH W/ (2) #8 SELF -TAP SM SCREWS TO EACH MET STUD BRACE IBC SEISMIC CATEGORY B-C: 12 GAMIN BRACING VMRES @ 48' OC, EACH DIRECTION 45 DEG TO STRUC (NOT REUD @ SEISMIC CATEGORY A) SUSPENDED CEILING AS SCHED ACOUSTIC INSULATION BATT VM-IERE SCHEDULED MET STUD VM DTH: MET STUDS INDICATED @ 16' OC, UCV GNATION STUD WIDTH 2 2-1/2' 3 3-5V8" 5/8' GYP BD, (1) LAYER ON FINISH SIDE OF PARTN MIN 1/8" PDF 924" OC, 1-114' MIN EMBEDMENT MET BOTTOM RUNNER PROVIDE MET ANCHOR BRACKET @ EA MET BOTTOM RUNNER TRACK NET BOTTOM RUNNER TRACK TRACK ATTACHMENT POINT, SPAN (2) STUDS MIN ACOUSTIC SEALANT BOTH SIDES ACOUSTIC SEALANT BOTH SIDES ACOUSTIC SEALANT BOTH SIDES OF PARTN @ PARTN TYPE SCHED ACOUSTIC SEALANT @ 2. PARTN MOUNTED CASEVWORK/EQUIP: PROVIDE MET OF PARTN @ PARTN TYPE SCHED OF PARTN @ PARTN TYPE SCHED W/ ACC US- IC INSUL PARTN TYPE SCHED W/ ANCHOR BRACKET @ CL OF EA ATTACH POINT, OOIYT4 W/ ACOUSTIC INSUL W/ ACOUSTIC INSUL v `� ACOUSTIC INSUL LY, FULL LENGTH OF EAASSEMBSPAN (3) STUDS MIN, v v CONCRETE SLAB COORD LOCATION W/ CASEWOWEQUIP SCHED & CONCRETE SLAB FIRE RATING: 1 HOUR CONCRETE SLAB CONCRETE SLAB MFR MOUNTING INSTRUCTIONS UL U419 ICBO ER1632 FIRE RATING: NON RATED FIRE RATING: NON RATED TYP MET STUD ANCHOR BRACKET LARR23961 FIRE RATING: NON RATED 4 1112"=1'-0" TYPE 1A: FULL HT PARTN, 1 HR RATED TYPE A: FULL HT PARTN, NON RATED TYPE C: PARTIAL HT PARTN TYPE F: PARTIAL HT FURRING 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" r Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 -In Association with SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 Key Plan PARTITION AS SCI EUDULED w 0 w U UD w a GANG BOX TO RECEIVE DUPLEX 2�, OUTLET AND PULL STRING WITH MIN Z CONDUIT TO ACCESSIBLE CEILING FORALLA/VCABLING AS NEEDED. PROVIDE SOLID iv WOOD BLOCKING CENTERED ON I I SCREEN LOCATION I I I 1 Ir------------ -- —--------- ---� I I 1 1 - I a' 1 I I z q O I I I I I I m I I I I I I I I I I I I FLAT SCREEN MOUNTING RAILS I I I —L_____________________ �����������������_��� SCHEDULEDFLAT I, EQ EQ I. SCREEN NOTE: PROVIDE MIN. 4' CLEAR VENTILATION ABOVE & BELOWAND Z AT SIDES. SECTION INTERIOR DETAIL AT WALL MOUNTED AV 1 1/2" = 1'-0" PARTN TYPE, AS SCHEDULED 4' LION U) w it I- 2 9 w WIDTH VARIES 2" x 3/16" x MIN 8'L STEEL Z CLIP, ATTACH W/MIN (2) 3/8" EB, MIN 2" EMBEDMENT, OR MIN (4) #10 SELF TAP SM SCREWS @ MET DECK W/OUT CONC FILL (2) 3/8' DIA STEEL ALL -THREAD HANGER RODS @ EACH END OF HOUSING RECESSED PROJECTION SCREEN HOUSING, AS SCHEDULED VERTICAL HANGER WIRE @ APC SUSPENSION GRID, MAX 8' FROM END OF MET RUNNER, CONT UP TO STRUC APC CEILING SYSTEM, AS SCHEDULED MOUNT PROJECTION SCREEN HOUSING TIGHT TO CEILING PANEL APC-RECESSED PROJECTION SCREEN DET 3" = 1'-0" 0 LO c� N_ 0 N r- N PER SCHED EQUIP. ELEVATION r I I I L ELEVATION AV GC B - WALL MOUNTED FLAT TV ACTIVITY ROOM METAL SILL EXTENSION PARTN TYPE AS SCI-IED, NOTCH GYP BD AROUND WINDOW SILL EXTENSION, PROVIDE CONT SEALANT JT WHERE GYP BD MEETS SILL PROVIDE METAL STUD FRAMING AROUND METAL WINDOWSILL (DO NOT CUT METAL SILL) PARTITION TYPE AS SCHEDULED 5/8' GYP BD @ END OF PARTN TAPEABLE MET RUNNER TRACK, MTD AT END OF PARTN, ATTACH W/ MIN #8 SELF -TAP SM SCREWS @ 15'OC, FINISH FLUSH W/ FO PARTN METAL WINDOW MULLION PARTN TERMINATION @ EXT MULLION 3" = 1'-0" (`11R1 F/CATFI I ITF \/FI�IrY1R FFFII *CONDUIT CONNECTS ABOVE THE CEILING 1/2" CONDUIT BEHIND BOOKSHELF TV IN THE LOBBY. RECESSED FLUORESCENT LIGHT FIXTURE, AS SCHEDULED VERTICAL HANGER VVI RE, COW UP TO STRUC MAIN RUNNER � L I / RECESSED AS �EDUL DUNLIGHT, APC CEILING SYSTEM, AS SCHEDULED MOUNT RECESSED DC7NNLIGHT TRI M TIGHT TO CEILING PANEL MOUNT RECESSED FLUORESCENT LIGHT ONTO APC RUNNER APC-RECESSED LIGHT FIXTURE DET 3" = 1'-0" X v CEILING DETAIL AT COFFEE 3" = 1'-0" M N 21/2' x GA @ 48" OC MET STUD LATERAL BRACT NG ATTACH TO VERT MET STUD VV/ MIN (2) # 8 SELF TAP SM SCREWS, CONT UP TO STRUC Project H U MANA- ZE PHYRH I LLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 : I i I Ft One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 ,In Association with SDM Consulting Engineers VERTICAL MEP Engineer HANGERVURF, 135 Almeria Ave. CONT UPTO Coral Gables, FL 33134 STRUC 305.446.278E CEILING HT APC CEILING ASSEMBLY, AS SC HED CEILING --———————————— — 5/8' GYP. BD MN 21/2" x 20GA @ 15' OC VERT MET STUD SOFFIT FRAM NG COW UP TO STRUC MIN 2-1/2" x 20GA MET RUNNERTRACK 5/8' GYP BD SUSPENDED CEG ASSEMBLY • Key Plan Professional Seals i i rn 0 LO M N 0 N ti N n C C V-2' 1'Y V-2 L 1'-7. BASE CAB ADA 1 1/2" = 1'-0" LANCHOR TS @ EACH J3 V0 CLEATS, CABW/MIN#10 3' OC W/ PLASTIC N (2) PER CAB 4B DOOR AS INDICATED E HOLE & PI N TS , MIN 2'OC ND AM SHELF,P--LAM EDGE BANDING, UON IIL.:l1i10Ti_A10W MON TYPE AS SC HED SPLASHWALL FINISH SHED COMIV ERCIAL ADA T. MODEL 27C2923 (SI NGLE OONIPARTM/ENT ADA MODEL GECR25213 N PANEL VVPLAM FINISH IEYOND FIANCE UNDER SINK 'LYING W/ADAAG 4.19: MIN OFF @APRON, 2-3" AFF X KNEE SPACE, 91' AFF X TOE SPACE MREAR DRAT N AND ET AS SCHED 1VABLE FRONT PANEL )SAL & INSULATED HW UN PIPING WASTE LEGEND SERIES 9930 AS SC HEIR JISH AS SCHED IUN IYF'Cft!>S(;[ICU PLASH / WALL FINISH 1ED -ERTOP AS SC]-IED r J\ .W IT► _0. Fff _0 F579I•0:iM0- lZ AL ANCHOR BRACKETS H BASE CAB /ABLE RECYCLE BI N 2 c ABASE CAB DOOR 34 WITH UPPER L 1 1/2" = 1'-0" JT V\D CLEATS, ATTAC I -I CAB J#10STS@1J3"OC tS11CCAPS MIN (2) PERCAB CAB DOORW/ INTEGRAL BASE ICATED SH AS SCHED, D INTO CAB B41 A960-2011A ANCHOR S @ EACH 3 B DOOR AS INDICATED HOLE & PIN S , MIN 2'OC O ADJ SHELF, P-LAM EDGE BANDING, UM AD CLEATS, ;ABW/MIN#10 'CC W/ PLASTIC 1(2) PER CAB NVARE AS SCHED 3 MOUNTING HGHT JED SH AS INDICATED N TYPE AS SCHED 'PE AS SCHED VWALL FINISH DHOR BRACKETS CAB AS SCHED LE & PIN MIN 2' OC DJ SHELF, P-LAM E BANDING CLEATS, ATTACH f10STS@18"OCW/ S MIN (2) PER CAB T DORAS INDICATED ED I IUN I YF'C AS SCa-ILD PPLASH/ WALL FINISH HED TERTOP AS SC HED AWER ON FULL 4T SLIDES, AS SC HED ARDWARE AS SCHED 1 a i-' •!1 r NT WD CLEATS, ATTACH CAB N#10STS@18'OC PSTICCAPS MIN (2) PERCAB ASSCHED ISH AS SCHED B44 P060-2011 D n _ M CE M rn GANG BOX TO RECEIVE DUPLEX OUTLET AND PULL STRING WITH MIN 2' CONDUIT TO ACCESSIBLE CEILING FOR ALLA/V CABLING AS NEEDED. SCHEUDULED FLAT SCREEN MOUNT WITH ADJUSTABLE MOUNTING RAILS SCHEDULED FLAT SCREEN MONITOR PROVIDE CONT. BLOCKING AS REQUIRED PARTITION TYPE AS SCHED 3/4' PLYV4D ADJ SHELF, P- LAM 00, FINISH & EDGE BANDING (2) METAL ANCHOR BRACKETS @ EACH BASE CAB v BASE CAB DOOR W/ SHELVING V % 1 1/2" = 1'-0" 2-1" , LION CAB HARDWARE AS SCHED (2) OCNT WD CLEATS, ATTACH CABW/MIN#10STS918' OCW/ PLASTIC CAPS MIN (2) PER CAB BASE CABINET CAB DOOR AS INDICATED BASE AS SCHED FL FINISH AS SCHED FL 1 BACKSPLASHNVALL FINISH AS SCHED (2) METAL ANCHOR BRACTS @ EACH BASE CAB COUNTERTOP AS SC HEIR 0 0 N 0 — 0 0 o CAB HARDWARE AS SCHED ° ° MULTIPLE HOLE & PIN SUPPORTS, @MIN 2' OC 0 0 ° 3/4" PLYV\D ADJ SHELF, P- LAM z FINISH & EDGE BANDING O 0 0 C� N o 0 (2) OON T VVD CLEATS, ATTACH ° CAB W/MIN#10STS@1&'OCW/ ° o PLASTIC CAPS M/! N (2) PER CAB BASE CABINET 0 0 P-LAMA CAB DOOR AS INDICATED BASE AS SCHED - FL FINISH AS SCHED v FL EL BASE CAB DOOR 34 BASE CAB AT COFFEE 1 1/2" = 1'-0" BASE CAB TRASH BASE CABINET W /DRAWERS DET ( 0 BASE CAB -RECESSED EQUIP DET 1 1 /2" = 1'-0" 1 1/2" = 1'-0" (PE AS SCHED CHOR EACH AS SCHED ARE AS iLE & R N �—DMIN2"OC DJ SHELF, P & EDGE CLEATS, W/ MIN# OC W/ S MIN (2) T 3 INDICATED ED L.70 I IUN I YFt AS SCE ILU 3PLASH / WALL FINISH HED TERTOPAS SCHED ZVVHEN APP. VABLE RECESSED EQUIP HED, MOUNT FLUSH (JOINING CAB &TIGHT UNTERTOP V\D CLEATS, ATTACH T ANCHOR BRACKETS V#10STS@1a,0C ASTIC CAPS . ABINET BEYOND Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 �Y". O s �� , One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 do Association with SDM Consulting Engineers MEP Engineer 135 Almeria Ave_ Coral Gables, FL 33134 305.4462788 Key Plan Professional Seals `y. Jonathan Rae License # ARO 94342 Drawn by HOK Reviewed by HOK IDUNDERLAYMAENT, Project No 12.01622.00 BLACK UCXN Sheet Title: ZFINISHASSCHED MILLWORK DETAILS Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number A960 BASE CAB DOOR W/ SHELVING (BOOKSHELF 1 1/2" = 1'-0" 1' 2' GANG BOX TO RECEIVE DUPLEX OUTLET AND PULL STRING WITH _JL 15° MIN 2' CONDUIT TO ACCESSIBLE CEILING FORALL A/V CABLING AS 1 MAX NEEDED. / r SCHEUDULED FLAT SCREEN / MOUNT WITH ADJUSTABLE MOUNTING RAILS / SCHEDULED FLAT SCREEN MONITOR PROVIDE CONT. / I I � BLOCKING AS REQUIRED 2'-1,. I / PARTITION TYPE AS SCHED FAUCET AS SCHED o 3W PLYVvD ADJ SHELF, P - LAM 8' FINISH & EDGE BANDING O (2) METAL ANCHOR BRACKETS EACH BASE CAB M 1 1/2" X 1 1/2" X 3/16 STEEL ANGLE BRACKET BEYOND MIN. 30" OC, CAB HARDWARE AS SCHED -0- (2) CONT WD CLEATS, ATTACH CAB W/ MIN # 10 STS @ 18" OC W/ 25° INSULATE ALL EXPOSED PLASTIC CAPS MIN (2) PER CAB TRAPS & WASTE PIPINGS PARTITION W/ VINYL BOOT AS SCHED - EASE CABNET AS SCHED I 2. CAB DOOR AS INDICATED WALL AS SCHED BASE AS SCHED 7 7/8" 1'-5" -v FL FINISH AS SCHED FL gK EL BASE CAB DOOR W/ SHELVING (TV 1 1/2" = 1'-0" RESTROOM LAV DETAIL 1 1/2" = 1'-0" WALL MOUNTED MIRROR PROVIDE ADDITONAL BLOCKING AS REQUIRED SOLID SURFACE COUNTERTOP & BACKSPLASH WITH EASED EDGES AS Lo 3/4" PLYWD SUBSTRATE SINK AS SCHED M 0 3/4" PLYWD N SUBSTRATE WITH P-LAM FINISH AS SCHEDULED a� Project H U MANA- ZE PHYRH I LLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 ,In Association with u � SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 Key Plan Professional Seals Jonathan Rae License # AR0094342 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27-2012 No. Revision Description YYYY-MM-DD Drawn by Author Reviewed by Checker Project No 12.01622.00 Sheet Title: MILLWORK DETAILS Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number MECHANICAL SYMBOLS (GENERAL) XX- I EQUIPMENT TAGS (XX = MARKS BELOW) AHU = AIR HANDLING UNIT SF = SUPPLY FAN AS = AIR SEPARATOR FH = FUMEHOOD CC = COOLING COIL CWP = CONDENSER WATER PUMP CH = CHILLER CHWP= CHILLED WATER PUMP CT = COOLING TOWER FS = FLOW STATION DC = IN -DUCT COIL W-3-1=VARIABLE AIR VOLUME BOX EF = EXHAUST FAN CV = CONSTANT AIR VOLUME BOX P = PUMP FPW = FAN POWERED AIR BOX FCU = FAN COIL UNIT CS = CHEMICAL SHOT FEEDER EF = EXHAUST FAN ACCU= AIR COOLED COND, UNIT RTU = ROOF TOP UNIT ACCH= AIR COOLED CHILLER ET = EXPANSION TANK SCHW= SECONDARY CHILLED WATER SV = LAB, SUPPLY AIR VALVEPCHW= PRIMARY CHILLED WATER EV = LAB. EXHAUST AIR VALVE FEV = LAB. HOOD EXHAUST VALVE 1. NEW TO EXISTING CONNECTION `. ram, HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR X FIRE DAMPER(S) X SMOKE DAMPER(S) X FIRE RATED ENCLOSURE X FIRE RATED ROOF/FLOOR CEILING ASSEMBLY X FIRE STOPPING X SMOKE CONTROL X MECHANICAL ABBREVIATIONS A/C AIR CONDITIONING AFF ABOVE FINISHED FLOOR AFM AIRFLOW MONITORING STATION AP ACCESS PANEL ATM. ATMOSPHERE BHP BRAKE HORSE POWER BTU BRITISH THERMAL UNIT CD CONDENSATE DRAINAGE CFM CUBIC FEET PER MINUTE DB DRY BULB OR DECIBELS DDC DIRECT DIGITAL CONTROL DH DUCT HEATER DN, DOWN EAT ENTERING AIR TEMPERATURE EDB ENTERING DRY BULB TEMPERATURE E/A EXHAUST AIR ESP EXTERNAL STATIC PRESSURE EWB ENTERING WET BULB TEMPERATURE EWT ENTERING WATER TEMPERATURE EXT EXISTING FLA FULL LOAD AMPS FPM FEET PER MINUTE FPS FEET PER SECOND GALV GALVANIZED GPM GALLONS PER MINUTE HB HOSE BIBB HP HORSE POWER HZ HERTZ IN. W.G, INCHES OF WATER GAUGE LAT LEAVING AIR TEMPERATURE LDB LEAVING DRY BULB TEMPERATURE LWB LEAVING WET BULB TEMPERATURE LWT LEAVING WATER TEMPERATURE MD MOTORIZED DAMPER NC NORMALLY CLOSED NK, NECK NO NORMALLY OPEN NTS NOT TO SCALE OBD OPPOSED BLADE DAMPER ODP OPEN DRIP PROOF OICS OPENING IN CEILING SPACE O/A OUTDOOR AIR PH. PHASE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH (GAUGE PRESSURE) R/A RETURN AIR RBJ RUN BETWEEN JOIST S/A SUPPLY AIR SP STATIC PRESSURE T/A TRANSFER AIR TEMP. TEMPERATURE TEFC TOTALLY ENCLOSED FAN COOLED TSP TOTAL STATIC PRESSURE TYP, TYPICAL UG UNDERGROUND U.O.N. UNLESS OTHERWISE NOTED VD VOLUME DAMPER (NOT ALL ABBREVIATIONS ARE USED IN THIS PROJECT) MECHANICAL SYMBOLS (HVAC) 71 SUPPLY AIR DIFFUSER (SEE AIR DEVICE SCHEDULE) BLOCKED QUADRANT GRILLE DENOTES BLOW PATTERN. NO BLOCKED QUADRANTS INDICATE 4-WAY BLOW. ElRETURN/EXHAUST AIR GRILLE (SEE AIR DEVICE SCHEDULE) O 4-100 AIR DEVICE DESIGNATION (SEE SCHEDULE) SIDEWALL DIFFUSER/GRILLE — SINGLE LINE DUCTWORK �— CONCENTRIC REDUCER (DUCTWORK) BRANCH DUCT WITH 45° TAP CAP (DUCTWORK OR PIPING) E DROP OR RISE IN DUCTWORK (RECTANGULAR) E 90° ELBOW (SUPPLY WITH TURNING VANES) pL DOOR LOUVER UC DOOR UNDER CUT H� HUMIDISTAT Tx-y DIGITAL THERMOSTAT IN RECESSED PERFORATED STAINLESS TAMPER -PROOF BOX. (x-x) => NUMBER MATCHING VAV BOX OT WALL MOUNTED DIGITAL THERMOSTAT S� DUCT SMOKE DETECTOR 0 EFD EXISTING FIRE DAMPER —� FSD EXISTING FIRE/SMOKE DAMPER NEW FIRE DAMPER —� NEW FIRE/SMOKE DAMPER CO2 CO2 SENSOR 24X12 DUCT SIZE DESIGNATION. SIDE SHOWN IS FIRST DIMENSION. SIZE SHOWN IS INTERNAL CLEAR OPENING. SHEET METAL SIZE MUST BE INCREASED FOR INTERNAL INSULATION WHERE SPECIFIED. (0= ROUND DUCT, -ED- = FLAT OVAL DUCT) TURNING VANES (NUMBER OF VANES SHALL BE BASED ON ACTUAL DUCT SIZE, NOT ON SCHEMATIC SYMBOL ON DRAWING). PROVIDE AT EVERY 90° TURN RETURN, EXHAUST OR OUTSIDE AIR DUCT DISCHARGE OR SUPPLY DUCT FLEXIBLE DUCT VOLUME DAMPER (MANUAL) AP ❑ ACCESS PANEL (AP) ACCESS DOOR (AD) AD MOTORIZED DAMPER (120VAC.) M B BACKDRAFT DAMPER BA BAROMETRIC DAMPER (SET TO OPEN AT 8 INWG) D DROP IN DIRECTION OF ARROW R RISE IN DIRECTION OF ARROW O O SPACE RELATIVE PRESSURE RELATIONSHIP. LACK OF SYMBOL INDICATES NEUTRAL PRESSURE. RETURN AIR TRANSFER DUCT Vx-y VARIABLE AIR VOLUME BOX (x) => AIR HANDLING UNIT SERVING VAV BOX (y) => VAV BOX SEQUENTIAL NUMBER WITHIN SAME AHU CE CEILING MOUNTED EXHAUST FAN W/6" O DUCT UP THROUGH ROOF TERMINATE W/WEATHER CAP 36" ELECTRICAL CLEARANCE IN FRONT OF EQUIPMENT. NO OBSTRUCTION WITHIN THIS AREA. 1" FIBERGLASS FREE SHEETMETAL DUCT LINING TYPICAL OF "ARMACEL" MODEL No. AP/ARMAFLEX SA DUCT LINER. DUE TO THE FACT THAT LINING R-VALUE DOES NOT REACH THE MINIMUM VALUES MANDATED BY CHAPTER 13 OF THE FBC- MECHANICAL, CONTRACTOR IS TO INSTALL EXTERNAL INSULATION AS AND WHERE REQUIRED BY THE PROJECT SPECIFICATIONS. OR ®� MECHANICAL GENERAL NOTES: 1. ALL SHEET METAL DUCTWORK (MED. AND LOW PRESSURE): THE FABRICATION AND INSTALLATION OF ALL DUCTWORK, TOGETHER WITH RELATED EQUIPMENT, SHALL COMPLY WITH "SMACNA" DUCT CONSTRUCTION STANDARDS, NFPA 90A & 90B, LATEST ADDITION OF ASHRAE GUIDE & DATA BOOK, AS DETAILED ON THE DRAWINGS & PER LOCAL CODES. 2. DUCTWORK CONTRACTOR SHALL INSTALL ALL DUCTWORK TO ADHERE TO THE ARCHITECTURAL CEILING HEIGHTS. DUCTWORK CONTRACTOR SHALL INSTALL ALL VAV EQUIPMENT, SUCH AS FAN TERMINAL UNITS, INSTALLED ABOVE THE CEILING AS LOW AS POSSIBLE (MAX. OF 36" ABOVE CEILING LEVEL), E.G. NOT OVER TALL SPACES SUCH AS ENTRANCE LOBBIES, FOR EASE OF MAINTENACE. AVOID INSTALLING THIS EQUIPMENT IN OR CLOSE TO CRITICAL NOISE AREAS SUCH AS CONFERENCE ROOMS. EQUIPMENT SHOULD BE ACCESSIBLE FOR MAINTENANCE WITH A MINIMUM OF 36" ON ALL SIDES. 3. ALL EXISTING UTILITY SYSTEMS (I.E., PLUMBING, GAS, FIRE PROTECTION, COMPRESSED AIR, AND CHILLED WATER SYSTEMS) IN THE EXISTING BUILDING MUST BE KEPT IN OPERATION DURING THE PROGRESS OF THE WORK. TEMPORARY CONNECTION SHALL BE PROVIDED TO SYSTEMS, EQUIPMENT, ETC. WHERE NECESSARY TO MAINTAIN CONTINUOUS SERVICE UNTIL THE SYSTEMS AND EQUIPMENT ARE READY FOR OPERATION. 4. THE DUCTWORK CONTRACTOR SHALL VERIFY & FIELD MEASURE PRIOR TO FABRICATION OF DUCTWORK. ANY CONFLICT FOUND SHALL BE BROUGHT UP TO THE A/E OF RECORD PRIOR TO ORDERING OR FABRICATING OF THE DUCTWORK. 5. PENETRATION OF DUCTWORK BY PIPES, CONDUITS, ELECTRICAL FIXTURES, OR STRUCTURAL MEMBERS IS NOT ACCEPTABLE. 6. THE GENERAL CONTRACTOR SHALL PROVIDE ALL ROUGH OPENINGS THROUGH STRUCTURAL WALLS, FLOORS, AND/OR ROOF REQUIRED FOR THE DUCTWORK SYSTEM. 7. EXACT LOCATIONS OF THERMOSTATS SHALL BE COORDINATED WITH OTHER DISCIPLINES TRADES, ROOM FURNITURE & A/E BEFORE INSTALLATION. 8. CONTRACTOR SHALL COORDINATE LOCATIONS AND SIZES OF ALL PENETRATIONS THROUGH WALLS WITH OTHER TRADES INVOLVED. 9. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 10. CEILING DIFFUSERS AND GRILLES TO BE COORDINATED WITH ARCHITECTURAL CEILING LAYOUT PLANS. 11. THE DUCTWORK CONTRACTOR SHALL COORDINATE HIS WORK WITH BOTH THE ELECTRICAL AND CEILING CONTRACTOR THROUGHOUT THE ENTIRE PROJECT. 12. ROUGH OPENINGS IN FLOOR AND WALLS INDICATED ON THESE DRAWINGS ARE APPROXIMATE. CONTRACTOR MUST CHECK SHOP DRAWING FOR ACTUAL SIZES. 13. ALL MATERIALS AND EQUIPMENT SHALL BE PROPERLY AND EFFECTIVELY PROTECTED BY THE CONTRACTOR DURING THE EXECUTION OF THE WORK. 14. OUTLETS AND EQUIPMENT LOCATIONS ARE DIAGRAMMATIC, FINAL LOCATIONS WILL BE DETERMINED BY FIELD CONDITIONS AND/OR AS DIRECTED BY THE A/E. 15. ALL INSTALLATION WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE (FBC), THE STANDARDS OF THE AMERICAN SOCIETY OF HEATING, REFRIGERATING, AND AIR CONDITIONING ENGINEERS (ASHRAE), THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), AND SREF. THE CONTRACTORS MUST FAMILIARIZE THEMSELVES WITH THE ABOVE REFERENCED CODES/GUIDELINES BEFORE BIDS. THE ACT OF BIDDING THIS PROJECT CONSTITUTES THE UNDERSTANDING OF ALL INFORMATION DEPICTED IN THE CONTRACT DOCUMENTS (INCLUDING BUT NOT LIMITED TO PROJECT SPECIFICATIONS AND PROJECT DRAWINGS). 16, DRAWINGS FROM VARIOUS DISCIPLINES ARE INTERRELATED. WHAT IS REQUIRED IN ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. COMPLEMENTARY COMPONENTS BETWEEN DISCIPLINES, REASONABLE INFERRED AS BEING NECESSARY TO PRODUCE INTENDED RESULTS OR COMPLIANCE WITH THE CODES/STANDARDS LISTED ON NOTE No. 22 ABOVE, SHALL BE DEEMED PART OF THE CONTRACTOR'S EXPECTED PERFORMANCE 17. FLEXIBLE DUCTS ARE LIMITED TO 8'-0" LENGTH. WHERE DUCT LENGTH FROM BRANCH TAP TO OUTLET EXCEEDS 8'-0" THE DIFFERENCE IN LENGTH SHALL BE PROVIDED WITH A RIGID DUCT RECTANGULAR OR SPIRAL ROUND OF AN EQUIVALENT CROSS SECTIONAL AREA. REFER TO SPECIFICATION SECTION 15890 FOR FURTHER REQUIREMENTS. H M A. NIA ................. .... -- -- ---- -- ---------------- .............. ...................... Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 In Association with era .........__.._..................._......_...._................__.....--- - -- -- SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 www.sdmcorp.com Key Plan Professional Seals 18. ALL MECHANICAL OUTLETS WILL BE LOCATED IN CENTER OF CEILING TILE AS PER ARCHITECTURAL CEILING PLANS UNLESS OTHERWISE APPROVED BY THE ARCHITECT. 19. DRAWINGS ARE DIAGRAMMATIC AND SHOW LOCATION INTENT. CONTRACTOR IS TO COORDINATE SYSTEM LAYOUTS WITH OTHER DISCIPLINES TO AVOID CONFLICTS AND FACILITATE ACCESSIBILITY FOR SERVICING ERNESTO ALOMA JOSE I. MARTINEZ 20. DRAWINGS INDICATE APPROXIMATE LOCATION OF CEILING P.E. 53823 P.E. 53779 MOUNTED DEVICES. EXACT LOCATION IS TO BE COORDINATED No. Issue Description YYYY-MM-DD WITH ARCHITECTURAL REFLECTED CEILING PLANS. 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 21. DESIGN INTENT CONSTITUTES THE PROVISION OF COMPLETE 03 ISSUE FOR PERMIT 07.27.2012 SYSTEMS AS INDICATED WITH ALL NECESSARY COMPONENTS AND ACCESSORIES WHETHER EXPLICITLY SPECIFIED OR IMPLIED TO ACHIEVE FULL OPERATIONAL STATUS. 22. CONTRACTOR SHALL MAINTAIN DETAILED AS —BUILT DRAWINGS (UPDATED DAILY) OF WORK PERFORMED ON SITE. AT THE TIME OF SUBSTANTIAL COMPLETION THE CONTRACTOR SHALL PROVIDE THE A/E TEAM A COMPLETE SET OF AS —BUILT DRAWINGS IN AutoCAD RELEASE 2005 FORMAT. THESE AS —BUILT DRAWINGS SHALL HAVE IMPLEMENTED ALL CHANGES TO SYSTEM LAYOUT DURING CONSTRUCTION. No. Revision Description YYYY-MM-DD 23. MECHANICAL CONTRACTOR SHALL PREPARE SHOP DRAWINGS IN CADD 1 ADDENDUM 1 2012-07- 2 ADDENDUM 2 2012-07-19 9 FORMAT COMPATIBLE WITH 'AUTOCAD' RELEASE 2005 AND SUBMIT HARD COPIES FOR REVIEW PER CONTRACT SPECIFICATIONS. SHOP DRAWINGS SHALL INCLUDE, BUT IT WILL NOT BE LIMITED TO 1 /4" ENLARGED MECHANICAL ROOM SHOP DRAWINGS SHOWING COORDINATION WITH ALL TRADES, DUCTWORK INSTALLATION HEIGHT, AND ALL SUBMITTALS REQUIRED BY THE CONTRACT SPECIFICATIONS. PRIOR TO SUBSTANTIAL COMPLETION WALK THROUGH, CONTRACTOR SHALL PROVIDE CADD AS—BUILTS TO A/E TEAM REFLECTING ACTUAL INSTALLATION. 24. CONTRACTOR MUST VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND STUDY "AS BUILT" CONDITIONS PRIOR TO BID. CONTRACTOR SHALL INCLUDE IN THEIR BID PRICE THE COST (INCLUDING MATERIAL, LABOR, OVERHEAD, AND PROFIT) OF ALL REQUIRED Drawn by SDM Reviewed by SDM ITEMS TO SUCCESSFULY INSTALL ALL ITEMS DESCRIBED OR IMPLIED/REQUIRED TO BE INSTALLED (REFER TO NOTE No. 21, 22, AND No. 27) IN THESE CONTRACT DOCUMENTS. Project No 12.01622.00 25. FIRE SAFE AROUND ALL PENETRATIONS THROUGH RATED WALLS. Sheet Title: 26. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND EXECUTION MECHANICAL LEGEND, OF ALL NECESSARY CHANGES ATTRIBUTABLE TO INSTALLATION OF SUBSTITUTE EQUIPMENT AT NOADDITIONAL ONAL COST TO OWNER, ABBREVIATIONS, AND 27, MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE MECHANICAL EQUIPMENT START UP GENERAL NOTES TEST AND BALANCE. OWNER WILL PERFORM THE BUILDING'S OFFICIAL TEST AND BALANCE. AS A RESULT OF THE OWNER'S CONTRACTED TEST AND BALANCE AGENCY'S COMMENTS, THE Original drawing is36x24 Do not scale contents of this drawing MECHANICAL CONTRACTOR IS REQUIRED TO PERFORM ALL OF THE APPLICABLE REPAIRS AS A RESULT OF THE SAME AGENCY'S RESULTS. THE COLLEGE T&B COMPANY MUST Sheet Number COORDINATE WITH THE CONTRACTORS AT THE BEGINNING OF THE PROJECT TO SCHEDULE INSPECTIONS AND TESTING PORTS NEEDED FOR THE TEST AND BALANCE. M001 CONTRACTOR TO FIELD VERIFY EXISTING HVAC EQUIPMENT LOCATIONS AND PENETRATIONS AND TO COORDINATE WITH DESIGN PROPOSED DUCTWORK LAYOUT. AS WELL AS THE REQUIRED MINIMUM 10 FEET SEPARATION BETWEEN FRESH AIR INTAKE AND EXHAUST DEVICES, REQUIRED BY FBC MECHANICAL. ALL EXHAUST, SUPPLY AND RETURN AIR DUCT SHALL BE INSULATED WITH MINIMUM R-6. PROVIDE INTERIOR LINING FOR THE FIRST 15 FEET OF DUCTWORK FROM MECHANICAL EQUIPMENT. IF LINING R-VALUE DOES NOT COMPLY WITH THE MINIMUM REQUIRED BY CODER-6), EXTERNAL INSULATION OF DUCTWORK SHALL BE ALSO INSTALLED. 6"0 WALL CAP. PROVIDE WITH INSECT SCREEN AN BACKDRAFT DAMPER. MOUNT CAP AS HIGH AS POSSIBLE --\ 6" 0 WALL CAP. PROVIDE WITH INSECT SCREEN AN BACKDRAFT DAMPER. MOUNT CAP AS HIGH AS POSSIBLE — EXIST. RTU-11 ON ROOF MODEL: THC072A, 6 TONS BY TRANE. 2400 CFM OF SUPPLY AIR. EXIST. SMOKE DUCT DETECTOR. EXIST. O.A DAMPER IS CURRENTLY ADJUSTED TO DELIVER 430 CFM OF FRESH AIR REFRIGERANT LINES UP TO LIEBERT CONDENSING UNIT ON THE ROOF ABOVE 1-1/2"0 CONDENSATE DRAIN LINE. INSULATE WITH MIN. OF 3/4" PLENUM RATED FLEXIBLE FOAM INSULATION. SLOPE AT A MINIMUM RATE OF 1 /2" PER LF. PIPE TO GO DOWN AFTER EXTERIOR WALL PENETRATION. CONNECT TO CONDENSATE DRYWELL. SEE DETAIL 1/4"0 CW HUMIDIFIER SUPPLY LINE WITH BACKFLOW PREVENTOR ASSEMBLY, TYPICAL OF WATTS 009QT. SEE PLUMBING DRAWINGS FOR CONT.- UST UP TO ROOF VIDE WITH INSECT ,N BACKDRAFT ROOF 5 TONS BY TRANE. 'LY AIR. EXIST. SMOKE DUCT I.A DAMPER IS CURRENTLY JER 430 CFM OF FRESH AIR. Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 In Association with SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 www.sdmcorp.com Key Plan 3 Professional Seals ERNESTO ALOMA P.E. 53823 JOSE I. MARTINEZ P. E. 53779 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD 1 ADDENDUM 1 2012-07-09 2 ADDENDUM 2 2012-07-19 Drawn by SDM Reviewed by SDM Project No 12.01622.00 Sheet Title: FLOOR PLAN - LEVEL 1 Original drawing is 36 x 24 Do not scale contents of this drawing A M11 _ 41 n11 Sheet Number M201 AREA SERVED BY EXISTING RTU-9 Zones s�t� ! Coffee �ft€ce ��e �1£#4 Space a reelect torn ui- € Az ..R' Floor area cfzor�e:. # . �86 3�. 434'! 132 46_ . _ 148 146f Si i#i;3tic�r£ is $'Stz'�,OfioeiJ l$..k occupy i People outdoor.gar rat � from Table ersor# 5. �, :: ..R...a ;.Area outdoor a#arate r� Table e 6.1. c�12 {,1� �C�; 0.03 : .. 2El,> .r..7.U4.: 7. a-, .70J . Q.7a.%i .2. . :.�i#nl.r1't#r#T t�.�: 3tA #.�'l €� ..... ... .. o; .. ... ;. I�; n. ...... .. o: .. c;. .......-. . _ , o. N4z ;QLi�+a�OO€ e'iE€li31�e1 tQt�1$ 2Y��Te 4f]#�'$E~teG�'�i';Z&�#1eeE:€ �� �� ....._.. - l'� 04. :.... � 1.�� 7. 2i: ........ $ t'6i $:78 >7" t?E�t3"2�,,''if+`iE35S $atken $S:S. (PZ_R-�Ra�+EZ_ c{m' <. r P Pr isar air�ou to zone from air handier (intake plus �£j 118 €.cirilated alr, 6pnotlocal recirculation such as ats�n � C: 6�x$s• c#r�n V�V systems, suse �� des€ t 537I',disela#$ isZLre including f#ma6y3Er u �aZd ��� : _��- t�� 500iCi s ste s t t..,x locally recirculated 'r n l systems, V s i�2i'3 �i,ina,1'3 i of . . ian �Et ,s�i'SCh8 *; to zone i#s � € ?#'# a tOcslcialate l=l+, 00 csIn CAVsystems,Vtz VdIn tAV systems, tt 'is the minimum expectedV* 2i Zd Oiiidi'O€ air t'frac$'eo#1 required in air discharged t£7 Zone lc: " ; P Primary air fraction to zone, V2z'Vdzt 1 for single duct 1.00: 1,00:; 1.00 ,andsingle 1 ZOr ' .Lr13 Er of secondary FeG 2^ to[ representative i 00 1,00 :it '$nG s�s�s average, onl Iles i E 1. oplenum return ith rnelocal -e oca r r$.#m 1, Ez .... -: . '7 "Zone air distribution e,vtiz�e#-ssss Ta 61$ 62 ;� e� E � t f'�Dil of tf ' 3r a t? 8 : sources outs ' ^� _ ,. #' ... � ��1� 8 �. Z 1T fra#s5 tt >,3ts#.a$ZCYn$;. ? < �;;I�� 1.i�0. � :too:: .,.�1►+.: 1.QCt; �.D. < 1..Q�. <E 1 E): Er Fb Fr Goo :ofsupply :air t4 zone from full mixed .E#Iarya#r, 1:4g; 1,��: 1.�� 10� :; ': E = esfdz Fc Fraction of outdoor air to zone rr�#rE sources o f tltszane, 1�.<�� 't.:�t3 1I�G 1.�f1 1.f1�!. 1..1?t� 1.a� . ,5 ^# 66 ,Ps ;;fstem popt}laticn, #slaxirntam simultaneous #of 1�. >oecu rx' ifs a �€�ice se rre+d b§ster' . E� ..Occupant r�#v�asi. t; ratio of s - �' + P � .er1� peak occupancyto surd ..of �a�occupancies, Ps P z ;iVo1.# .U#3Ce?C3"Gte€t o•sko�#' a# intake., - �}�<. PZ i-�:�si '' -. E�'#TF. i `�7"� V_s _!'..... Tate€' s;�^ten�f rarrla:rq' low to a�! zones, � Viz. c�� :..., ,"�' J..._ _ < +-. j- ..... ;`((j%� 2L+. ,3 k} y� ca a+ i%gip y yy�, t�Aq' y...p. �ta�t and ' £�yt�'# €� t � o�Et��#� needs y b?e g,tle.�y , y �N_ p� systems, Note. In �3�YY ay..�C!GIR�.�y 1F r� �aT �-Ls,.6A: i.�. the fan. �iF %�.:. R S�S s � k1:2 �... � ..... di Xi�.. rep laced by this lug, X.s Ming retie at p€irria€}r air handier of uncorrected outdoor air ', 0.09 - > I rite lCi3 t3 Sys te t e? �?r#i718:r�' � ow, = V+wta`f 17�i$ Es Zone ventllaton efficiency, 4Fa +Xs*Fb - Z*Fc 1Fa 1,��: �.�5 �,9Gj: 1 �4: ............................... 1.s04.!; '1,04;: ................ 1:.04: ?.IrLI S�t+SteiY3 4`E�fltlli�tiOr# F''�#G#Lt'iCy '?'Yf#E{�`^a� ;�. ;: • Percent {�#.�£�C�t' a'ttf it�c��� `:. ;;jj j. (Roa. ���%�*.� y�j��y p�}� y���}�p�,,,� yy intake, Minimum :: Yi'Y3��#Y6P�OR-0 outdoor air iA�LEfEte, V'8J'lR�7lY'Y 3rl:fl Y. ........ ..... .. ... ... ... ...... ........................................._.. OUTSIDE AIR CALCULATIONS (PER TABLE ASHRAE 62.1-2010) AREA SERVED BY EXISTING RTU-10 Zones Sete ��i1#i �3#tace :1�37 •Fi'al�t€rt i Furniture Storage acet - sel:e=ttlorrl p ta11 -down list) Roararea of...t•Ie. f�.'� 4b 1 Az _ . P €Z a Iat'Q 1 est t f, le e t to Occupy i People ou#tom#• t]3f ratefrom. Table 57. `F: CEv'f�f , erson 5? e ::Area # . air from Table s:1.. #, 6:: 0 06 PztFt �,. 235: a 0. EZi'E :... .....................--........ ......... ......... ......... .......... ...-:- --- ......... ......... .........----- .... .-.------ - ......... Q ----....... ... Q. = zoutdooraidow 16 lie zone corrected ferzone it 8;76. 29 r.76 3048 d �€1strEbd�tiOa� Bf'��GiIL'�°4$�S, �PZ'�� + Az�Ra�t`Ez, VIZ. �?'#Ei4'f$i'�?ciirf.'�LR�:'�"i T�i`,E'?$'�ri?i'rt :s�#r �ic't#'&t�l$r;,ii�'�K$ ps&# strcijlate 1i�0 '�.,i� . sir, biat'nE t 3 : 1 rye€rca € t€on s€� h a� at fnl ing <, �j3wJ�k'3s' . c.� finVA�V S t3l+E'6TPs, us1? the designvalue. Vd� 3iap;;}�yL'�i$C�Ia#'L�.. tt]..ZL#Y$ ti3cl.k�dEii ;J#'f?'�3�fr�'$#i'V�Zi�:r3L� ��L�. :locellyrecarclaiatecl air, ,a;:fm. tnVAVsyste.tns, usethe ::designvalue. Vdz .1tix:I�R##TEun�l sl��z l tc�issl�ar �t� zone u��d tic ��lc�la.t� Ev; 1�ti ..�fB: am e V� = �d� irtVAVstIa#a�s3 df s;. tt�. CA�':V s�+teti�sR dZ ,{ .tt,1 €y ex t 1$ of Vctz ,. Zip, a n t'Dutcioorair fta:�t#c�#IrGs�tit#"k�'i'�ia#rt�#raC�sarg86�'t�9�7!"I�, VE = ��+��f`�Zr1I Ela .. _......0 -n _.. _..- . .[ _... ;P€#mary sir flaciion to ;die, = �z'z (=l br sir$�(� d�ic .. ._.... ......... _ . -- - - ............ ar3cl5€tl �>:'Z>?�' �€ r r> re � t' Fract€C#r# ofsecondary e�arc t� � .a r� �r�t€vr P _ .�3f� .. � ` � O `>8 ii �ifE '� Far le.rii€a'��fYtiir �`�. airs i�i � < . ~ri for duct return with: local s s.c+r� 3a i ' E ec irc = # ; Ez 8 �i �? '. to e';f$e #s�'eE�t$s Table .2 Zi3i3:$ air �11Stri�'ti#t 9T � _. Fi�, i;�#'�i�itZTi'�,`��st#�3�"i��r3�Y'+'3T�33Fi�rr�iSt��rCeSi'�S#a"'�S�?R$,c �:i�E� 1= I-E# Er Fb 1=€6Clii3n QfSibE�?j31�' 811"i�? �+rSk�:�#'E��i �IE�:I:I'I'tli� �?€E?°E"#ai"�">�i!' 'F..0�P,:'; 1.0 Fc Fraction ofout€€cso#:airtcszone from sources Oti24n$;= paptstatiori, maExtmurn aimulneaua #ofoecr,#pants :ofs�a�es�ea`v�e�% by system O Occu pantdivers # rato of system pea%oceu�arlc to sum 1;43 � occupancies, ' - s` csf s ice peak zz AIR BALANCE CALCULATIONS SUPPLIED RETURNED OUTSIDE EXHAUSTED AIR (CFM) AIR (CFM) AIR (CFM) AIR (CFM) THROUGH THROUGH THROUGH EXIST. RTU-9,10,11 EXIST. RTU-9,10,11 EF-1,2,3,4 6,400 5,110 1,290 380 P(%)= (O A- /A) (100) CALCULATIONS WITH KITCHEN HOOD TURNED OFF: P (%)=[(1,290-380)/6,400]X100= 14.21% THEREFORE, THE SPACE IS SUBJECTED TO A MINIMUM +14.21 % OF PRESSURIZATION WHEN ALL EXHAUST FANS AND AIR CONDITIONING UNITS ARE OPERATING. AREA SERVED BY EXISTING RTU-11 .:M Me ft on:.:::::::::::_.::.:::.:::::::::::::::::::::::......:..:.::... ........................ :� �. c�rsritaci:...3......r..?m': cnrrt3 f9is> ciE}e1'tOffice Bre-ak/Conv ag..i3Ta%d$ A� ....._. Floorarea a�zon02 Pi Zone jsopu{a#jon; largest #. of people expected to occupy 'n P oto outdoor air rate from.-rah€e:6,'t cfi�i.i�$ # rate frc� n Tali A€r� �itdt�r#€ a r a , 29:4 . 17,�,�p 22,58 24i 0 a>5: 44:�2: 1� 2 224.$2 : ��y %_.41 y- �+t -��t .j: !V p ry ::re :i't� a#, d#'sue r aii.#ti�a�£rr<�i9 �G2.E^i���f! required S Outdoor ,¢ O,04 : E , 't�Is!rle iic , 1.1�i1 a€ii1 single zone system e)... =r Fraction of t3 c£I$ representafNe of 1. system average, onI.a i#es if For plan =0. � [3.'•. r ci*'wl � F-z �... ;; Or$ag€ distribution e:Cby$r�a, Tdbi�a_2 Fa ..= Frameirsrstht air t��ne from outside zone, 1 : g. 11,0Ct�0 ✓b F#9Criui ?�;9pp� air to ZCi£�a s3i [#ira>'aEr. ... .. : 1.�� i'. 1=p = � zr^~~ldz Fc Fraction r�€c�ztctos�r airtrs zta#�a trc;Is sources c�atside Urfa, _ 1 G�. 1 �I�. 1 +30; 1 00 SYSTEM��#.. �s ,.:: irr. ltanec .. # ref �l}'9 ,r"�tiO a #'r1ii3'il S i# 5se�sf] uI t � eseix s �# zcc#,�av;�ratS of S �� o occupant s�iw,re€slt�f ratio a�f<s+ t$r4'f> ea�S. C}CC3.#y�arf:cr� tS3 1� _:....:. �fs�1.ace peak t�.ct#�aazetes:. oa �Pz VGttl = �.rsi3Gfi�'i'@O�t� L3L1'�€�t3c7#`a�ir3�F.ta�S$ _ ���RC3°'�'Z°f-�Ra*i�. c'�i'#:z '��? �? a Tools system primary �ov� to ei 0*1, Z Wiz: thmZR 21 �e; In 1�A systems, L.ps.i5 equal tt� t e:'�tt alY 1:36 xxp Irtd ttf� forrattjia in yell 40ens to be re ced by this value. XIS ratio W, primary 3€r handier ofu3icCi'i'$Ct$d OUti3`ot?r a#r ; intake rasyste#3a primary low, = VL?##iiv`s Evs Zprje ve � lat€on afrEetenc. ..Fa +)(s*F6 - Z" Fc #F _ 1, 2, 1.04 � f32 095 Ek± �System '4`eniil8t9Ort $>ri,~nc r; alni#i �E�'s,# r,�.�c Percent ��lttdoor air intake S�'.i�g iiEIs�ll�1uL.diiord'�irF�#&f�, 3`i�rq itoWp �tsiEEi .. .. ....... ....... 1��, ......:...................79fS...... :^ V�ti V��� ....... ...: . ... .. .............. .... Exh lMFii533.IIYi Si GR2IQ i.C�3� :: AIR OUTLET SCHEDULE DESIGN BASIS BY : TITUS MARK SERVICE TYPE NECK SIZE CFM RANGE ACCESSORIES MODEL NO. 6"O 1-150 8"O 151- 250 SQUARE & AO SUPPLY AIR RECTANGULAR 10"� 251-325 CEILING TDC - AA GRILLE 12"O 326-450 24X24 MODULE 16"d 451-800 ARCHITECTURAL OMNI-AA SUPPLY AIR CEILING 6110 0 - 175 © 12X12 MODULE DIFFUSER 6x6 1-152 © RETURN AIR EGGCRATE RETURN SQUARE TO ROUND 8x8 153-296 EXHAUST AIR GRILLE NECK TRANSITION 24X240MODULE 10x10 297-472 12x12 473-704 6x6 1-152 0 RETURN AIR/ EGGCRATE RETURN SQUARE TO ROUND 8x8 153-296 EXHAUST AIR GRILLE NECK TRANSITION 12X12 MODULE 10x10 297-472 O RETURN LOUVERED 22X22 0 - 2000 350-FL AIR 24X24 MODULE HUMANAO:: '.--------------------- ................. -------------- ----------- Project HUMANA- ZEPHYRHILLS, FLORIDA GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 . HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 In Association with i SDM Consulting Engineers ineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 www.sdmcorp.com Key Plan C' Professional Seals V A�v ERNESTO ALOMA JOSE I. MARTINEZ P.E. 53823 P.E. 53779 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD 1 ADDENDUM 1 2012-07-09 2 ADDENDUM 2 2012-07-19 Drawn by SDM Reviewed by SDM Project No 12.01622.00 Sheet Title: MECHANICAL SCHEDULES AND CALCULATIONS Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number SERVER ROOM EQUIPMENT SCHEDULE TAG SERVICE LOCATION DESIGN CONDITIONS @ 727, 50% RH COOLING CAPACITY, BTU/H REFRIGERANT TYPE REFRIGERANT LINES CONNECTIONS HUMIDIFIER DATA ELECTRIC REHEAT (EVAP. FAN INCLUDED) MANUFACTURER/MODEL WEIGHT, LBS. MAX. CFM MIN. CFM EXTERNAL SP. FAN HP TOTAL CAPACITY SENSIBLE CAPACITY LIQUID LINE 0 SUCTION LINE 0 CW. MAKE-UP, 0 LBS HR KW KW VOLTS/0/Hz LIEB-EV1 IT ROOM REAR ENTRANCE 885 800 0.3 0.5 21200 17800 R-407C 3/8" 7/8" 1 /4" 4.3 1.5 4.7 208/1 /60 LIEBERT/MMD24E 225 LIEB-CU1 IT ROOM ROOF R-407C LIEBERT/PFHO27A-L7 351 FAN SCHEDULE UNIT DESIGNATION EF-2/EF-3/EF-4 EF-1 & EF-5 TOILET ROOMS & AREA SERVED/PURPOSE ;BREAK/COPY ROOM ° JANITOR ROOM LOCATION CLG. SPACE CLG. SPACE FAN TYPE CEILING CEILING CABINET CABINET z FAN WHEEL TYPE CENTRIFUGAL CENTRIFUGAL Q TOTAL AIR CFM 100 80 0 L� TOTAL STATIC PRESSURE, IN. OF H2O 0.2 0.2 FAN SPEED, RPM 950 700 DRIVE TYPE DIRECT DIRECT MOTOR TYPE O.D.P. O.D.P. CO L MOTOR SIZE, WATTS 50 50 ELECTRICAL SERVICE AVAILABLE, O/Hz/V 1 /60/120 1 /60/120 OPERATING WEIGHT, LBS 17 10 SONES/dBA 1.1 /36 2.0/42 DESIGN MANUFACTURER & GREENHECK GREENHECK MODEL NUMBER SP—Al10 SP—B90 TIED TO LIGHT TIED TO LIGHT REMARKS SWITCH I SWITCH NOTES: 1. FANS OPERATING BRAKE HORSEPOWER SHALL NOT EXCEED 85% OF THE MOTOR RATED HORSEPOWER. f....................................................... ..... *.............,-.................-.....-................... -... -: { H.UMANA@.',,:: .----------- ..--- .---------------- .--- .----- ......------------------------------- --- .....-------------..-__..-__.... Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 In Association with 1 e, SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 www.sdmcorp.com Key Plan Professional Seals (� 0-- '111� ERNESTO ALOMA JOSE I. MARTINEZ P.E_ 53823 P.E. 53779 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD 1 ADDENDUM 1 2012-07-09 2 ADDENDUM 2 2012-07-19 Drawn by SDM Reviewed by SDM Project No 12.01622.00 Sheet Title: MECHANICAL SCHEDULES AND CALCULATIONS Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number JJ UPPER ATTACHMENTHMENT PERMAX. SAG 1/2" PER FOOT BETWEEN SUPPORT POINTS — DUCT SEALER AT 45" TAKEOFF 45A TAKEOFF OR ROUND OR ROUND BELLMOUTH COLLAR FLEXIBLE DUCt- 8'-0" MAX. BELLMOUTH COLLAR CONNECTION TO MAIN 2'-0" MIN. LENGTH MOUNT IN SIDE OF DUCT ADJUSTABLE CLAMP SUPPY AIR DUCT -7 0 MAXIMUM D 8 OFFSET ALLOWED I LAST D INCHES TO DEVICE WHERE D IS THE INTERNAL FLEX DIAMETER SADDLE 22 GUAGE GALVINIZED STEEL VOLUME DAMPER NANDOFF LOCKING NECK SIZE TO STRAP HANGER AS PER QUADRANT & 2" MATCH FLEX SMACNA FIG. 3-10 DUCT SIZE INDICATED ADJUSTABLE CLAMP DUCT SEALER FULLY HINGED & GASKETED INSULATE TOP PANEL ACCESSDOOR FOR DAMPERS OF DIFFUSER OR GRILLE IN NON -ACCESSIBLE CEILINGS CEILING (T-BAR SHOWN. GYP. BOARD SIMILAR) hI nTF_Q AIR DISTRIBUTION DEVICE LAYIN SHOWN . SURFACE MOUNT SIMILAR 1. FLEXIBLE DUCTS SHALL BE ONE PIECE AND SHALL NOT BE SPLICED TOGETHER . 2. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION AND SEAL WITH MASTIC . 3. FLEXIBLE AIR DUCT SHALL NOT EXCEED 8 FT. WHEN EXTENDED . ELBOW RADIUS SIZED FOR NO LESS THAN R / D = 1.0 . FLEXIBLE DUCT TAKEOFF DETAIL NO SCALE —HANGER STRAPS — 60" MAXIMUM UNLESS FOOT OF STRAP IS PLACED UNDER A BOTTOM REINFORCEMENT SCREWS\ 1" MIN. SCREWS MAY BE OMITTED IF HANGER LOOPS 24" DIA. MAX. HANGERS MUST NOT DEFORM DUCT SHAPE HANGER RODS, WIRES �f OR STRAPS —\ LOAD RATED FASTENERS BAND OF SAME SIZI AS HANGER STRAP STRAP HANGERS BAND - ONE HALF -ROUND MAY BE USED IF DUCT SHAPE IS MAINTAINED 50" DIA. MAX. 0 UPPER & LOWER HANGER ATTACHMENTS & DEVICES NTS RETAINING C PRECAST JOIST EXPANSION SHIELDS CONCRETE ANCHORS NCHOR EMBEDMENT) ;ONCRETE ANCHOR 1-1 /4" MIN. EMBEDMENT) 4 STEEL BEAMS HANGER STRAP HANGER ROD 6a C-CLAMP W/ RETAINING CLIP 6a C-CLAMP W/ LOCK NUT (OPTIONAL) nPFN WFR .IOI'�T HANGER ROD POWER ACTUATED STUDS INTO STEEL (STRUCTURAL OR DECK WELDED STUDS NOTES: ALTERNATE 1. ALL DUCTWORK INSTALLED IN MECHANICAL EQUIPMENT ROOMS SHALL BE MOUNTED ON SPRING TYPE VIBRATION ISOLATORY HANGERS. 2. ALL SUPPLY, RETURN, OUTSIDE AIR, AND EXHAUST DUCTWORK SHALL BE SEALED WITH MASTIC AND EMBEDED PLENUM RATED FABRIC NU WITH NO EXCEPTIONS. THIS IS EQUIVALENT TO SMACNA SEAL CLASS (A) AND LEAKAGE CLASS (B) FOR RECTANGULAR METAL. HANGER STRAF COUPLING HANGER ROD 1 z" BAND CLAMP WITH WIRE IS OPTIONAL FLEX -DUCT HANGER STRAP TO BE GAGE#26 MIN. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE. yf WC10 OR MODEL B-100 OR B-68 WALL CAP W/ INTEGRAL B.D.D. AND WIRE MESH. Cy�1�1►Ce>♦y_1P� DUCT FLEXIBLE DUCTS SUPPORTS DETAIL NO SCALE CEILING JOIST GRILLE CEILING MOUNTED EXHAUST DETAIL NO SCALE ................................................................................................ .......... HUMANAIP: .............................. ------------ -------- - ............... ....... ----------------- Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for PER FOOT HUMANA INC. m) OF NG Contract No: 12.01622.00 2 99 CEILING (T-BAR SHOWN. GYP. BOARD SIMILAR) hI nTF_Q AIR DISTRIBUTION DEVICE LAYIN SHOWN . SURFACE MOUNT SIMILAR 1. FLEXIBLE DUCTS SHALL BE ONE PIECE AND SHALL NOT BE SPLICED TOGETHER . 2. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION AND SEAL WITH MASTIC . 3. FLEXIBLE AIR DUCT SHALL NOT EXCEED 8 FT. WHEN EXTENDED . ELBOW RADIUS SIZED FOR NO LESS THAN R / D = 1.0 . FLEXIBLE DUCT TAKEOFF DETAIL NO SCALE —HANGER STRAPS — 60" MAXIMUM UNLESS FOOT OF STRAP IS PLACED UNDER A BOTTOM REINFORCEMENT SCREWS\ 1" MIN. SCREWS MAY BE OMITTED IF HANGER LOOPS 24" DIA. MAX. HANGERS MUST NOT DEFORM DUCT SHAPE HANGER RODS, WIRES �f OR STRAPS —\ LOAD RATED FASTENERS BAND OF SAME SIZI AS HANGER STRAP STRAP HANGERS BAND - ONE HALF -ROUND MAY BE USED IF DUCT SHAPE IS MAINTAINED 50" DIA. MAX. 0 UPPER & LOWER HANGER ATTACHMENTS & DEVICES NTS RETAINING C PRECAST JOIST EXPANSION SHIELDS CONCRETE ANCHORS NCHOR EMBEDMENT) ;ONCRETE ANCHOR 1-1 /4" MIN. EMBEDMENT) 4 STEEL BEAMS HANGER STRAP HANGER ROD 6a C-CLAMP W/ RETAINING CLIP 6a C-CLAMP W/ LOCK NUT (OPTIONAL) nPFN WFR .IOI'�T HANGER ROD POWER ACTUATED STUDS INTO STEEL (STRUCTURAL OR DECK WELDED STUDS NOTES: ALTERNATE 1. ALL DUCTWORK INSTALLED IN MECHANICAL EQUIPMENT ROOMS SHALL BE MOUNTED ON SPRING TYPE VIBRATION ISOLATORY HANGERS. 2. ALL SUPPLY, RETURN, OUTSIDE AIR, AND EXHAUST DUCTWORK SHALL BE SEALED WITH MASTIC AND EMBEDED PLENUM RATED FABRIC NU WITH NO EXCEPTIONS. THIS IS EQUIVALENT TO SMACNA SEAL CLASS (A) AND LEAKAGE CLASS (B) FOR RECTANGULAR METAL. HANGER STRAF COUPLING HANGER ROD 1 z" BAND CLAMP WITH WIRE IS OPTIONAL FLEX -DUCT HANGER STRAP TO BE GAGE#26 MIN. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE. yf WC10 OR MODEL B-100 OR B-68 WALL CAP W/ INTEGRAL B.D.D. AND WIRE MESH. Cy�1�1►Ce>♦y_1P� DUCT FLEXIBLE DUCTS SUPPORTS DETAIL NO SCALE CEILING JOIST GRILLE CEILING MOUNTED EXHAUST DETAIL NO SCALE ................................................................................................ .......... HUMANAIP: .............................. ------------ -------- - ............... ....... ----------------- Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for PER FOOT HUMANA INC. m) OF NG Contract No: 12.01622.00 2 99 RECTANGULAR DUCT REINFORCEMENT WG• STATIC POS. OR NEG. NO REINFORCE- MENT REQUIRED REINFORCEMENT CODE .FOR DUCT GAGE NO. REINFORCEMENT SPACING OPTIONS DUCT DIMENSION 10' 8' 6' 5' 4' 3' 2 1 2 / 2' 0 0 0 0 0 0 0 10 10"dn 26 ga. NOT REQUIRED 11, 12" 24 ga. B-26 B-26 B-26 B-26 B-26 B-26 B-26 13, 14" 22 ga. B-24 B-26 B-26 B-26 B-26 B-26 B-26 15, 16" 20 ga. C-22 C-24 C-24 C-26 C-26 C-26 B-26 B-26 17, 18" 20 ga. C-22 C-24 C-24 C-26 C-26 C-26 C-26 B-26 19, 20" 18 ga. C-20 C-22 C-24 C-26 C-26 C-26 C-26 C-26 21, 22" 16 ga. D-20 D-22 D-24 D-26 C-26 C-26 C-26 C-26 23, 24" 16 ga. E-20 E-22 D-24 D-26 D-26 C-26 C-26 C-26 25, 26" E-20 F-18 F-18 G-16 NOT DESIGNED E-22 E-20 F-20 G-18 H-16 1-16 E-24 E-22 E-22 F-20 G-18 H-18 1-16G 1-16G D-26 E-24 E-24 F-22 G-20 H-20 H-18G 1-1813 J-16H D-26 C-26 C-26 C-26 27, 28" D-26 D-26 C-26 C-26 29, 30" E-26 D-26 D-26 C-26 31-36" E-24 E-26 D-26 D-26 37-42" F-24 E-24 E-26 E-26 43-48" G-22 F-24 F-24 E-24 49-54" H-20G G-24 F-24 F-24 55-60" H-18G G-22 G-24 F-24 61-72" 1-1813 H-22G H-22G H-24 73-84" 1-18G 1-20G 1-22G 1-22G 85-96" J-18H 1-18H 1-20H 1-22H 97-108" K-18H J-18H 1-18H 109-120" K-181 J-181 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 In Association with ............................................ SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 www.sdmcorp.com Key Plan Professional Seals �•vA ERNESTO ALOMA P.E. 53823 JOSE I. MARTINEZ P. E. 53779 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD 1 ADDENDUM 1 2012-07-09 2 ADDENDUM 2 2012-07-19 Drawn by SDM Reviewed by SDM Project No 12.01622.00 Sheet Title: MECHANICAL DETAILS Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number M401 4r� :t�iecEry �` i ?faEre `s�t�vn Fa'•e:�aE:�Ers �,rktit� S f¢� � �,/ ! �/` E�'.:�?,or�Fmnssi %3i'3:wL. :aX'{iEi?7 `S E �i /' i'sSs�siie s<ieb�':1 frr�' i.13<Sr6> � � i k ya�� f✓:tY:K y� .��i;{- :lirYsv+.g £Sc 3:..;� . ' :tht�t %�5�+'N� ✓' `�*.-.�� ��,�.t p Qrs t rs {iNS-fiS:Sr' f�YY �51155 �"rlsft Ez' rl:riss - i 'ttar,s� �saca .a ,u��<ruas u<.a'f�: I''ii;itit"a�i�s�, Cx:sanSlnr<dc£;sss 7�asiNsyravr t,Lo-h2ti��ztlauyt�f LIEBERT AIR-COOLED SPLIT SYSTEMS GENERAL ARRANGEMENT NO SCALE RED CONCRETE LOCATION MARKER 9" TIE -DOWN CHAIN SECURED TO REMOVABLE COVER & MARKER i� ,_`ONE ;, _ MEN • • f ��•+�) • • • • • • A• ice) • 6" NOTES: 3'- 0" FINISH GRADE REMOVABLE FLANGED 1 /4 STEEL COVER I III III 5 O I I I I z OO Q0 O °O CONDENSATE o DRAIN PIPE 6" GEOTEXTILE FILTER FABRIC OPEN AT BOTTOM 3'-0' N PERFORATED CORRUGATED STEEL PIPE OR EQUAL FILL W/ COARSE GRAVEL AS SHOWN COARSE GRAVEL 1. PROVIDE GEOTEXTILE FILTER FABRIC AROUND GRAVEL FOR CONTAINMENT PURPOSES. CONDENSATE DRYWELL NO SCALE VENT- INSTALL ADJACENT TO BUILDING 3'-2' DIA. STR 45A SHEET METAL MAIN SUPPLY TRUNK TYPICAL TRANSITION MAX. 20A ANGLE VOLUME DAMPER W/ LOCKING DEVICE (*) SHEET METAL BRANCH DUCT (*) PROVIDE DAMPER HANDLE EXTENSION AND ARMAFLEX PLUG BRANCH DUCT TAKEOFF DETAIL NO SCALE SHEET METAL RUNNER TOP AND BOTTOM SECURED TO DUCT WITH SHEET MET"' " SHEET METAL SINGLE THICKNESS QUARTER ROUND TURNING VANES 1 /4" STEEL COVER RED CONCRETE LOCATION MARKER 9" TIE -DOWN CHAIN SECURED TO REMOVABLE COVER & MARKER 1 /2" LIFT HOLE 1 /4" STEEL FLANGE SHEET ME TURNING FASTENEF SHEET ME DUCT WIT DUCT TURNING VANE DETAIL NO SCALE =ABRICATED SHEET _BOW SINGLE VANE SCHEDULE "R" SP GA. SMALL 2" 1 \" 24 LARGE 4" 31" 22 kLTERNATE POSITION OF BOLT BUILDING STRI JrTURF ELCEN FIGURE 231, 231, 239 U.L. LISTED WEDGE CLAMP ���iili ' Ilil� �'-STEEL JOIST 3/8"0 THREADED ROD. UNISTRUT OR ANGULAR L UNIT PROVIDED UNIT SUPPLIED HANGING BRACKET. UNISTRUT OR ANGULAR NUT WITH LOCK WASHER AND COTTER PIN ON TAKE-OUT ROD TO AVOID NUT REMOVAL. NOTE: DRAIN PAN SHALL HAVE A MNIMUM DEPTH OF 1.5" AND SHALL BE NOT LESS THAN 3" LARGER THAN THE UNIT ITSELF. DRAIN PAN SHALL BE BUILT OF MIN. OF 0.0276 INCH THICK GALVANIZED SHEETMETAL. SUSPENDED EQUIPMENT MOUNTING DETAIL NO SCALE BRANCH DUCTWORK TRANSITION \ VOLUMN DAMPER W/ LOCKING DEVICE SPUTTER WITH SINGLE THICKNESS TURNING VANES BRANCH DUCTWORK VOLUMN DAMPER W/ LOCKING DEVICE TRANSITION MAIN TRUNK LINE SPLITTER DAMPER DETAIL (LOW PRESSURE DUCTWORK ONLY) NO SCALE 1" FLANGE & HEM BOLT ON 4" CENTERS ,» v A /n" n n "tn 1-1/2" MIN. TO 3" MAX. INSTALLED. 6" NOMINAL WITH MATERIAL TAUT. SHEET METAL AS SPECIFIED FOR DUCTWORK WASHER FLANGED CONNECTION ON FAN SIDE 1-1/2" POCKET SLIP DUCT -- _............................ �,.H.0 ANA.@::::: M', ........... _.._...._--------------- ........................................ __........... - Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual properly rights reserved © 2012 In Association with 11 SRI SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 www.sdmcorp.com Key Plan Professional Seals ERNESTO ALOMA JOSE I. MARTINEZ P.E. 53823 P.E. 53779 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD 1 ADDENDUM 1 2012-07-09 2 ADDENDUM 2 2012-07-19 Drawn by SDM Reviewed by SDM Project No 12.01622.00 Sheet Title: MECHANICAL DETAILS Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number M402 CI nAT C1A11T(ILJ SECONDARY DR) MODEL No. EZT- PERFORATED C PITCH DOWN TOWARD DRAIN CLEAN OUT- J MIN SECONDARY DRAIN SYSTEM PROVIDE 'EZ-TRAP' DEVICE MODEL No. EZT-210 W/ FLOAT SWITCH TYPICAL CONDENSATE DRAIN TRAP SECONDARY DRAIN SYSTEM NO SCALE MOUNTING ANGLES FASTENED TO SLEEVE AT 6" O.C. (MIN. 2 CONNECTIONS ON EACH SIDE) V VI�I 6" MAX. ON ALL SID FIRE RATED WALL 1/4" CLEARANCE PER FOOT BREAKAWAY CONNECTION - ANGLE SIZE & SLEEVE AS PER SMACNA STANDARDS TYPE "B" FIRE DAMPER W/ UL RATING & STAMP MANUFACTURER'S SLEEVE NOTE: ACCESS DOOR SHALL BE LOCATED ON SIDE OR BOTTOM OF DUCT AS APPROPRIATE TO PERMIT RESETTING OF DAMPER LINK. FIRE DAMPER DETAIL NO SCALE DUCT FULLY HINGED GASKETED ACCESS DOOR IN DUCT- 12" X 12" UNLESS NOTED OTHERWISE- LABEL "FIRE DAMPER" EXTERNAL INSULATION TO EXTEND OVER SLEEVE AFTER INSPECTION OF DAMPER INSTALLATION FHE E 12" x 12" RE[ MIN. (3) 1/4" STAINLESS STEEL CABLES AROUND EQUIPMENT CONDENSING UNIT U W Z - Q Of Of� J � M UC)O LO J Z w m � o IQ— TYP. EA. END z 00 1/4" BOLT W/NUT TO SECURE UNIT TO WINDSTAND WINDS UP TO 150 MPH. (TYP. EA. CORNER) ISOMODE PAD. AT EACH CORNER OF UNIT SIZE AS PER MANUFACTURER'S RECOMMENDATIONS. ANGLE SUPPORT STRUCTURE WELDED TO POSTS. L 1 /2" X 6" X U-6" - TYP. NOM. 2" DIA. STD STEEL POST (TYP.) SCHEDULE 40 SEALANT MEMBRANE TAPE METAL UMBRELLA WITH ADJUSTABLE S.S. WORM GEAR HOSE CLAMP WITH 1/4" MIN. CLEARANCE TO UMBRELLA. MASTIC AT EDGES OF ROOFING MEMBRANE 4# SHEET LEAD COLLAR WITH INTEGRAL ROOF FLANGES SET IN MASTIC BASE FLASHING BUILT-UP MINERAL SURFACE ROOFING e seEr�i�iWi#,0,ai w,a L 1 /2" X 5" X 5" - TYP. WITH (2) 3/4" BOLTS BOLT PLATE MAY BE DELETED IF SUPPORT POST IS LOCATED DIRECTLY ON t OF CONC. DOUBLE TEE WEB. NOTE: STAND SHALL BE TYPICAL OF "ALUMISTAND." (NOTICE OF ACCEPTANCE - NOA.: 07-0516.04). INSTALLED STAND SHALL BE A MIAMI-DADE APPROVED PRODUCT/ASSEMBLY. TYPICAL C/U ROOF MOUNTING DETAIL NO SCALE NSULATION CONCRETE EXPANSION SELF -DRILLING ANCHOR - - TYPICAL REFRIGERANT L NE MOUNTING DETAIL NO SCALE BLOCK WALL to" CONCRETE SCREW. (TYP OF 3) use INSULATION AS INDICATED 0 0 ON ROOF PLAN. CONC. SLAB �ALV. SHEET METAL HOOD V/WEATHERTIGHT SEAMS kND WELDED SKIRT ALV. SHEET METAL OR LEX-TUBE COLLAR LOPE PIPES AWAY FROM COD 7ALV. FASTENERS APPROX. i" O.C. NOTE: PIPING HOOD PROVIDED BY THIS CONTRACTOR FLASHING BY ROOFING CONTRACTOR. ROOF PENETRATION DETAIL FOR REFRIGERANT PIPES NO SCALE NISTRUT �r%L_,,,,,,.IZED SHEET METAL COVER. PRIME AND PAINT TO MATCH BUILDING'S COLOR WALL MOUNTED REFR GEREANT PIPE HOLD-DOWN SUPPORT DETAIL. NO SCALE BEND OR OTHER OBSTRUCTION �I 6 DUCT WIDTHS MINIMUM RETURN AIR INLET IVI 1114 I IVI V IVI TUBE SUPPORT HOLE ONLY FOR DUCTS MORE THAN 3 FEET WIDE AIR FLOW DUCT WIDTH DIRECTION I INSERT RUBBER PLUG THIS END OF INLET TUBE EXPECTED AIR FLOW DIRECTION RETURN TUBE SLANT CUT FACE ORIENTED DOWNSTREAM INLET TUBE OF AIR FLOW .DO NOT HOLES FACE INSERT RUBBER PLUG. UPSTREAM OF AIR FLOW TYPICAL DUCT DETECTOR -INSTALLATION NO SCALE HUMANA11,01-kI -----------------....._.._.-- - ----_.......................... _.................................... Project HUMANA- ZEPHYRHILLS, FLORIDA- GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 In Association with Sam.. SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 www.sdmcorp.corn Key Plan Professional Seals ERNESTO ALOMA P.E. 53823 C' JOSE 1. MARTINEZ P. E. 53779 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD 1 ADDENDUM 1 2012-07-09 2 ADDENDUM 2 2012-07-19 Drawn by SDM Reviewed by SDM Project No 12.01622.00 Sheet Title: MECHANICAL DETAILS Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number M403 ELECTRICAL ABBREVIATIONS AFCI ARC FAULT CIRCUIT INTERRUPT A.F.F. ABOVE FINISHED FLOOR EM. EMERGENCY EWH ELECTRIC WATER HEATER EWC ELECTRIC WATER COOLER FAP FIRE ALARM PANEL GD GARBAGE DISPOSAL GFI GROUND FAULT CIRCUIT INTERRUPT HP HORSE POWER IWH INSTANT WATER HEATER MTD MOUNTED MW MICROWAVE RECEPT. RECEPTACLE REF REFRIGERATOR SA SMALL APPLIANCE BRANCH CIRCUIT UG UNDERGROUND V VO LT WP WEATHER PROOF XFMR,XFMER TRANSFORMER 0 PHASE ELECTRICAL SYMBOLS (RECEPTACLES) 20A, 125V, 2P, 3W, GNDING TYPE DUPLEX RECEPTACLE MNT. 18" AFF UNLESS NOTED OTHERWISE. 20A, 125V, 2P, 3W, GNDING TYPE DUPLEX RECEPTACLE MOUNTED 6" ABOVE COUNTER. 20A, 125V, 2P, 3W, GNDING TYPE QUAD RECEPT. MNT. 18" AFF ELECTRICAL SYMBOLS (SWITCHES) 20A, 120/277V SINGLE POLE SWITCH MTD. 48" AFF $3 20A, 120/277V THREE WAY SWITCH MTD. 48" AFF $D 20A, 120/277V DIMMER SWITCH MTD. 48" AFF $M MOTOR RATED SWITCH WITH OVERLOAD PROTECTION EQUIP. MTD. 20A, 120/277V SINGLE POLE SWITCH MTD. 48" AFF W/INTEGRAL $ OCCUPANCY SENSOR (PROVIDE DUAL TECHNOLOGY PIR AND US) "LIGHTOLIER INTELLISIGHT ITS2UW" NOTE: LIGHT SWITCHES LOCATED ADJACENT TO EACH_ OTHER SHALL BE GANGED TOGETHER IN ONE COMMON BACKBOX UNDER A COMMON CONTINUOUS FACEPLATE. PROVIDE VOLTAGE BARRIERS AS REQUIRED. ELECTRICAL SYMBOLS (VISUAL/AUDIO) TELEVISION CABLE OUTLET BOX 4" SQ X 2 1 /2" DEEP SINGLE 191 GANG BOX RECESSED MTD +75"AFF UNLESS NOTED OTHERWISE AV J-BOX SINGLE GANG WITH MUD RING FOR AUDIO VISUAL EQUIPMENT ELECTRICAL SYMBOLS (POWER DISTRIBUTION) * 3P30 DISCONNECT SWITCH. 3P = # OF POLES, 30 = FRAME SIZE, * = FUSE PER MANUFACTURERS RECOMMENDATIONS. 0 120/208V, 30, 4W PANELBOARD 0, a CEILING & WALL MOUNTED JUNCTION BOX, SIZE AS REQ. TO MEET NEC-370 (MINIMUM 4"x4"x2-1/2") MOTOR, HP SIZE AS INDICATED ELECTRICAL SYMBOLS (SECURITY) PCR SECURITY PROXIMITY CARD READER DEVICE. WALL MTD. 48" AFF. REFER TO E201 FOR LOCATIONS SECURITY CARD ACCESS SYSTEM PUSHBUTTON EMERGENCY RELEASE MTD. 48" AFF. REFER TO SHEET E601. REX AUTOMATIC RELEASE EGRESS PROXIMITY MOUNTED ABOVE DOOR. REFER TO SHEET E601 FOR DETAILS. DC DOOR MOUNTED SECURITY SYSTEM DOOR CONTACT. KP WALL MOUNTED ARMING STATION KEYPAD MD CEILING MOUNTED SECURITY SYSTEM MOTION DETECTOR GB CEILING MOUNTED GLASS BREAK DETECTOR ELECTRICAL SYMBOLS (TELECOMMUNICATIONS) TELEPHONE TERMINAL BACKBOARD, 3/4" PLYWOOD 8'X4' PAINTED ON ALL SIDES IN A FIRE RETARDANT MEDIUM GRAY COLOR AS PER TIA 5698 TELEPHONE/DATA OUTLET JACK MOUNTED 18" A.F.F. UNLESS V OTHERWISE NOTED. EXTEND 3/4" CONDUIT TO DATA SERVER ROOM IN DATA SERVER RACK ELECTRICAL SYMBOLS (LIGHTING) 2'X4' RECESSED FLUORESCENT LIGHT FIXTURE. MOUNTING ® AS PER FIXTURE SCHEDULE. 2'X4' RECESSED FLUORESCENT LIGHT FIXTURE WITH BATTERY BACK-UP MOUNTING AS PER FIXTURE SCHEDULE. O RECESSED DOWNLIGHT FIXTURE -E- PENDANT DECORATIVE FIXTURE CEILING MOUNTED OCCUPANCY SENSOR. PROVIDE CONTACTORS/ OS POWER PACKS FOR MULTIPLE CIRCUIT AND OCCUPANCY SENSOR TO CONTROL ENTIRE ROOM (PROVIDE DUAL TECHNOLOGY PIR AND US) SET AT 30 MINUTE DELAY. 9 CEILING & WALL MOUNTED EXIT SIGNS WITH BATTERY BACK-UP A LIGHTING FIXTURE SCHEDULE TYPE "A" a LOWER CASE LETTER DESIGNATES SWITCHING ELECTRICAL SYMBOLS (CONDUCTORS/CONDUITS) -----� CONCEALED CONDUIT CONCEALED CONDUIT BELOW GRADE VVVVV FLEXIBLE METAL CONDUIT (GREENFIELD) HOMERUN TO PANELBOARD. SHORT TICKS INDICATE PHASE CONDUCTORS & LONG TICK INDICATES NEUTRAL. LONG I TICK INDICATES GROUND CONDUCTOR. GROUND ELECTRICAL SYMBOLS (FIRE ALARM) ❑F FIRE ALARM PULL STATION MT. 48" AFF FIRE ALARM SPEAKER/ VISUAL LIGHT COMBINATION S (75cd UNLESS NOTED OTHERWISE) MNT. 80" AFF SL STROBE LIGHT (75cd UNLESS NOTED OTHERWISE), MTD. 80" AFF CEILING MOUNTED FIRE ALARM SPEAKER/ VISUAL LIGHT COMBINATION (75cd UNLESS NOTED OTHERWISE) LOCATE WHERE SHOWN ON PLANS. OD SMOKE DETECTOR, CEILING MTD. DUCTSMOKE DETECTOR WITH AIR SAMPLING TUBES MOUNTED @ ON THE AIR SUPPLY DUCT W/REMOTE TEST SWITCH, COORD. W/ MECH. DWGS FOR QTY GENERAL ELECTRICAL NOTES: CONTRACTOR MUST VISIT THE PROJECT SITE PRIOR TO BIDDING AND BECOME FAMILIARIZED WITH ALL EXISTING CONDITIONS THAT MIGHT AFFECT HIS WORK. ANY EXISTING CONDITIONS CHANGE IN EXTRA MATERIALS AND/OR LABOR WILL NOT BE ACCEPTED FOR ADDITIONAL PAYMENT. CONTRACTOR MUST PROVIDE A PERCENTAGE COST FOR UNIDENTIFIED ITEMS IN HIS BID. 1. ALL MATERIALS AND/OR EQUIPMENT SHALL BEAR THE LABEL OF THE UNDERWRITER'S LABORATORIES (UL) AND SHALL BE MATERIAL APPROVED FOR USE BY LOCAL CODE ENFORCING AUTHORITIES. 2. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE(NEC), NATIONAL FIRE PROTECTION ASSOCIATION(NFPA), INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE), ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA), THE FLORIDA BUILDING CODE (FBC) AND ALL LOCAL CODES HAVING JURISDICTION. 3. ANY AND ALL ITEMS NOT SPECIFICALLY MENTIONED IN THE DRAWINGS OR THE CONTRACT SPECIFICATIONS BUT WHICH ARE OBVIOUSLY NECESSARY FOR A COMPLETE WORKING INSTALLATION SHALL BE INCLUDED. 4. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR IS REQUIRED TO VISIT THE SITE OF THE PROPOSED WORK AND FAMILIARIZE HIMSELF WITH THE NATURE AND EXTENT OF THE PROPOSED WORK AND ANY LOCAL CONDITIONS WHICH MAY IN ANY WAY AFFECT THE WORK TO BE DONE. 5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ENCOUNTERED DURING THE COURSE OF THIS SITE VISIT: 6. ALL CONDUCTORS SHALL BE COPPER, THWN/THHN, #12 AWG MINIMUM UNLESS OTHERWISE NOTED ON PLANS. ALL CONDUCTORS SHALL BE RUN IN CONDUIT, 1/2" MINIMUM TRADE SIZE UNLESS OTHERWISE NOTED ON PLANS. 7. PROVIDE A TYPEWRITTEN PANEL DIRECTORY FOR EACH PANEL. CONTRACTOR IS ALSO RESPONSIBLE FOR BALANCING THE LOADS ON THE PHASES UNDER NORMAL CONDITIONS. 8. THE CONTRACTOR SHALL SATISFACTORILY REPAIR OR REPLACE EQUIPMENT OR AREAS DAMAGED AS A RESULT OF HIS WORK. 9. FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE EQUAL TO "LITTLEFUSE" UNLESS NOTED OTHERWISE. 10. APPLIANCE ELECTRICAL LOCATION AND CONNECTIONS TO BE MADE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 11. FINAL LOCATION OF ALL ELECTRICAL RECEPTACLES AND TELEPHONE AND CABLE TELEVISION JACKS TO BE COORDINATED WITH ARCHITECT PRIOR TO ROUGH -IN FOR EXACT LOCATION. 12. ALL ELECTRICAL DEVICES TO COMPLY WITH ADA AND FLORIDA ACCESSIBILITY CODE. 13. WHEN APPLICABLE, ALTERNATE EMERGENCY LIGHTING CIRCUITS SO THAT FAILURE OF A CIRCUIT BREAKER DOES NOT LEAVE THE AREA IN TOTAL DARKNESS. 14. GROUND BUS BAR IN TELCOM ROOM WILL BE LOCATED BY THE PROTECTORS. 15. PROVIDE 3/4" CONDUIT FOR A/C CONTROL WIRES. 16. CONDUITS SHALL NOT BE EXPOSED. 17. ALL ELECTRICAL WORK SHALL BE COORDINATED WITH ALL DISCIPLINES THROUGHOUT THE ENTIRE PROJECT. 19. PROVIDE A GROUND WIRE AT EVERY CIRCUIT, SIZED PER PHASE WIRES AND NEC 250. 20. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, TAXES, INSPECTIONS, TESTS AND ANY OTHER ITEM AS REQUIRED FOR THE WORK AS SHOWN ON THESE PLANS AND MUST MAINTIAIN PROPER INSURANCE FOR THE DURATION OF THE WORK. 21. CONTRACTOR MUST VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO ANY INSTALLATION OR FABRICATION. COORDINATE ALL WORK BEFORE ROUGH -IN OF ALL RECEPTACLES, DATA JACKS, LIGHT SWITCHES, ETC. WITH FURNITURE PLANS, 21. CONTRACTOR MUST VERIFY ALL ROOM DIMENSIONS PRIOR TO EQUIPMENT INSTALLATIONS TO MEET ALL CODE CLEARANCES. ANY DISCREPANCIES THAT WILL NOT ALLOW PROPER CLEARANCES SHALL BE SUBMITTED TO THE A/E PRIOR TO INSTALLING EQUIPMENT. 22. A 20 A SINGLE PHASE, 125V RATED RECEPTACLE OUTLET SHALL BE INSTALLED WITHIN 25 FT OF THE AIR CONDITIONING EQUIPMENT AS PER ARTICLE 210.63 NEC. 23. FLOOR BOXES WHERE REQUIRED, MUST BE RESOURCE RFB SERIES RECESSED FLOOR BOX BY WIREMOLD (SLAB ON GRADE), WITH BRUSH ALUMINUM TRIM. LOCATION OF ENTRANCE MI 120/208V, 3i 400A MAIN D SERVING PRO OVERALL PLAN NOT TO SCALE LOCATION OF EXISTING UTILITY COMPANY "PROGRESS ENERGY" SERVICE TRANSFORMER FIRE FACILITY (STING STUBBED UITS I,L.„ nORK VERIZON DATA AND CABLE PICKUP POINTS RUN ALONG BACK OF BUILDING. CONTRACTOR MUST COORDINATE WITH LOCAL VERIZON REPRESENTATIVE FOR ANY CONNECTIONS REQUIRED. Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12,01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 In Association with SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 www.sdmcorp.com Key Plan C' Professional Seals ERNESTO ALOMA JOSE I. MARTINEZ P.E. 53823 - P.E. 53779 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD 1 ADDENDUM 1 2012-07-09 2 ADDENDUM 2 2012-07-19 Drawn by SDM Reviewed by SDM Project No 12.01622.00 Sheet Title: LEGEND, NOTES AND OVERALL PLAN Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number EXISTING EXTERIORM_ ., x 1;; . ...,. LIGHTING TO REMAIN ------------,-EXISTING CIRCUIT >..------------------------------ -.......----_.............--__............ z r HPB-10 Project EXISTHUMANA- ZEPHYRHILLS CONDIUITS4TOPOWER REMAIN. FLORIDA - GUIDANCE REMOVE EXISTING EXTEND TO NEW / EXIT SIGNS INCLUDING PANEL LOCATION CENTER / ALL CONDUITS, (REFER TO SHEET , 7920 GALL BLVD. j WIRING, FITTINGS, E201) AS- NEEDED / BACKBOXES,. ETC. FOR SERVICE ZEPHYRHILLS, FLORIDA 33541 / BACK TO SOURCE. Prepared for EXISTING / CSC. SWITCH 60A. HUMANA INC. / SERVING RTU-11 TO, j REMAIN ZaNEW CIRCUIT H-34 Contract No: 12.01622.00 I NEW CIRCUIT EXISTING / H-14,16,18 (p WEATHERPROOF GFI / YS I MAINTENANCE / L _ _ J RECEPTACLE TO i EXISTING RTU-11 REMAIN. WIRE PER TO REMAIN PANEL SCHEDULE IN SHEET E401. TYPICAL PER UNIT. bb I REMOVE EXISTING DUAL I HOK HEAD EMERGENCY LIGHT j FIXTURES INCLUDING I One Tampa City Center, Suite 1800 ALL CONDUITS, WIRING, I Tampa, FL 33602 USA FITTINGS, BACKBOXES, I t +1 813 229 0300 f +1 813 223 7116 ETC. BACK TO SOURCE. I FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 ' In Association with { I I EXISTING 3P-50A DISC. SWITCH i I SERVING RTU-10 TO; REMAIN NEW CIRCUIT H-34 1I rwP SDM Consulting Engineers - / NEW CIRCUIT I / MEP Engineer GFI H-8,10,12 135 Almeria Ave. Coral Gables, FL 33134 / YS L - - J 305.446.2788 EXISTING RTU-10 www.sdmcorp.com TO REMAIN f \� Key Plan / REMOVE EXISTING / S WIRING AND CONDUITS / FEEDING EXISTING / EMERGENCY LIGHTS AND / EXIT SIGNS BACK TO SOURCE. rroresslonal Seals EXISTING 3P-50A v DISC. SWITCH SERVING RTU-9 TO REMAIN i NEW CIRCUIT H-34 i IYI �1 ' ERNESTO ALOMA JOSE I. MARTINEZ i NEW CIRCUIT H-2,4,6 I I WP ' P.E. 53823 P.E. 53779 GFI ' No. Issue Description YYYY-MM-DD EXISTING DUCT - iY L ' 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 _ — J SMOKE DETECTOR TO S EXISTING RTU-9 02 BID SET 06.29.2012 11 REMAIN FUNCTIONAL I TO REMAIN , 03 ISSUE FOR PERMIT 07.27.2012 AT ALL TIMES. TYPICAL y REMOVE EXISTING EXIT SIGNS INCLUDING ALL CONDUITS, 0 WIRING, FITTINGS, / f BACKBOXES, ETC. BACK TO SOURCE. ----_ / / No. Revision Description YYYY-MM-DD 1 ADDENDUM 1 2012-07-09 \ SL 2 ADDENDUM 2 2012-07-19 i !/7ffr l ,r,>.. - - - - _.._...,.,._...;,1„„Flf:frf/3 . --3i?G43fJf%: __... __; f/JfY % llffir'%GiJJii ..... ..... .... F EXISTING "FIRELITE" FIRE ALARM PULL STATION AND STROBE LIGHT TO REMAIN. RE —WIRE AS NEEDED TO BE PART OF THIS PROJECT. ..... ..... ...... ..... ...... ..... ...... ........... ..... .... ....... „}� Drawn by SDM Reviewed by SDM EXISTING EXTERIOR LIGHTING TO REMAIN------,-, Project No 12.01622.00 �......_... ... ...._ .......... ..... .__... EXISTING CIRCUIT HPB-7 ELECTRICAL DEMOLITION PLAN POWER AND SYSTEMS PLAN 1 /8" = 1'-01. Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number 101 LOCATION OF PANEL "H" SECTIONS 1 AND 2 120/208V, 30, 4W, 400A MCB SERVING FACILITY H-36 ELEC SENSORS CALL FOR ASSISTANCE DEVICE COORDINATE - WITH FURNITURE MANUFACTURER FOR POWER AND DATA WIRING REQUIREMENTS. H-34 UNIT MTD. DISCONNECT SWITCH FOR ROOF CONDENSING UNIT SERVING IT ROOM. COORDINATE EXACT LOCATION WITH MECHANICAL -- DRAWINGS COORDINATE WITH ARCH/ DWGS FOR EXACT LOCATION OF TV AND AV JACKS WITHIN CABINET. TYP. PROVIDE 1-1/4"EMT - STUB UP ABOVE CEILING AT EVERY TV LOCATION AND A 2" CONDUIT TO TV CONNECTION FOR A/V WIRING. REFER TO DETAIL ON SHEET E-601 FOR MOUNTING DETAILS. ----- ....... r - - ----- .._- -- SHOW WINDOW RECEPTACLE INSTALLED WITHIN 18" OF TOP OF THE SHOW WINDOW AS PER NEC 210.62. TYPICAL FOR 2 LVVIIVIIVr\IL YVIIII - ARCH/ DWGS FOR CEILING MOUNTED TELEVISION DEVICES. POWER AND SYSTEMS PLAN 1/8" = 1'-0" f Ul' Al .................. ......... . - -------------- -- - --------------------------- Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 In Association with u w- Key Plan Professional Seals ("'W"k ERNESTO ALOMA P.E. 53823 JOSE I. MARTINEZ P.E. 53779 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD 1 ADDENDUM 1 2012-07-09 2 ADDENDUM 2 2012-07-19 Drawn by SDM Reviewed by SDM Project No 12.01622.00 Sheet Title: POWER AND SYSTEMS PLAN Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number E201 Nai ifrnl Note: Maximum number of sensors per power pack depends on the model of sensor. See the product data sheet to deter— mine the specific current consumption of each sensor. LOW VOLTAGE (24V) RIBBON CABLE RETAINING NUT = RETAINING WASHER 1/2" THREADED NIPPLE CEILING TILE ® DUAL TECHNOLOGY (PIR/US) OCCUPANCY SENSOR DO NOT MOUNT SENSOR HIGHER THAN 14'-0" AFF OCCUPANCY SENSOR DETAILS NOT TO SCALE LIGHTING FIXTURE SCHEDULE LAMPS TYPE MANUFACTURER CATALOG NUMBER VOLTS MOUNTING REMARKS QTY TYPE F1 LIGHTOLIER CFS2GPF-228-UNV-SO 2 F028T5-835-28W 120 RECESSED 2' X 4' FLUORESCENT F1D 0 LIGHTOLIER CFS2GPF-228-UNV-PS 2 F028T5-35K 120 RECESSED 2 X 4' FLUORESCENT WITH DIMMING BALLAST F1E O LIGHTOLIER SAME AS F1 WITH 1400 LUMENS 2 F028T5-835-28W 120 RECESSED 2' X 4' FLUORESCENT EMERGENCY BATTERY WITH INTEGRAL BATTERY F3 COVENTRY 6HF1G1W 1 CF26PL-C-35K 120 RECESSED DOWNLIGHT F3 COVENTRY 6HF1G1W-EM 1 CF26PL-C-35K 120 RECESSED DOWNLIGHT WITH INTEGRAL BATTERY F4 LIGHTOLIER 8686LC 1 T4 35W 12V HALO 120 PENDANT LYTESPAN ACCENT SYSTEM 8680 F5 LIGHTOLIER STW SEALATRON IP SERIES 2 IP4NR22812OPG 120 PENDANT CHAIN HUNG F12 TECH LIGHTING 700 MONORAIL PER MR16 120 PENDANT PENDANT TRACK LIGHTANTIQUE BRONZE FINISH FIREBIRD LAMPS XO CHLORIDE CN-6-RC-A-IC 1 LED 120 UNIVERSAL EXIT SIGN WITH INTEGRAL BATTERY LIGHTING PLAN 1/8" = 1'-0" : Project HUMANA- ZEPHYRHILLS, FLORIDA- GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 In Association with 1w11 '# t SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 www.sdmcorp.com Key Plan 4 Professional Seals \ `ti ERNESTO ALOMA JOSE I. MARTINEZ P.E. 53823 P.E. 53779 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD 1 ADDENDUM 1 2012-07-09 2 ADDENDUM 2 2012-07-19 Drawn by SDM Reviewed by S D M Project No 12.01622.00 Sheet Title: LIGHTING PLAN Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number E301 EQUAL TO: EATON CUTLER:71JAMMER VOLTAGE:- ........... 1201 208 V, 8 0,4' TYPE POW-R-LINE--1A MAIN: BIAS RATING: 400 AMPS PAN E.L. 'I! H IE1 MOUNTING: SURFACE, NEMA I` BACK WILL TYPE MAINS; 400 AMPS COPPER BU ,LUGS.BOLTED GND BAR f `Alf °S`° " C" AMPS. AMPS. A„ „S,-0 „C„ CIR. CON- CON- CIR, IDENTIFICATION VA VA VA TRIP POLES }A111RE WIRE POLES TRIP VA VA VA IDENTIFICATION NO. DUIT DUIT NO. LOAD LOAD LOAD C.B. G.B. LOAD : LOAD LOAD LIGHTING 772 20 1 1 12 1 /2" 2 3744 LIGHTING 10014 20 1 3 12 112" 1" 8 4 3 50 3744 RTU-9 LIGHTING 620 20 1 5 12 112" 6 3744 LIGHTING 636 20 1 7 12 112" ----------------------- 8 3744 ._ LIGHTING 757 20 1 9 12 112" 1^ 8 10 3 50 W_ 3744 RT€1-10 GENERAL RECEPTACLES 1260 20 1 11 12 1f2^ 12 3744 GF1 RECEPTACLES 900 20 1 13 12 112" 14 5097 KITCHEN GFI REt EPT 900 20 1 15 12 112" 1" 6 16 3 60 5097 RTU-11 MICROWAVE 1200 20 1 17 12 112" 18.._ 5097 COFFEE MAKER. 800 20 1 19 12 112" 20 364t1 REFRIGERATOR 1200 20 1 21 t 12 112" 1<` 8 22 2 5ti 3640 €T I IEBE:RT UNIT POSTAGE METER 500 20 1 23 12 112" 24 1394 PRINTERICOPIER 1600 20 1 25 12 112" W4" 10 26 2 25 1394 IT CU UNIT EWC 1000 20 1 27 12 112" 112" 12 28 1 20 1440 OFFICES107-108 PWR GARBAGE DISPOSAL. 1656 20 1 29 12 1f2" 112" 12 30 1 20 1440 OFFICES 105-104 PWR HAND DRYER 1726 20 1 31 12 112" 112" 12 32 1 20 360 CONSULT 103 PW.R HAND DRYER 1725 20 1 33 12 112" 1f2" 12 34 1 20 540 ROOF MAINTENANCE RECEPT'. HAND DRYER 1725 20 1 35: 12 1'f2" 1f2" 12 36 1 20 2:00 TOILET SENSORS OMEN OFFICE POWER 720 20 1 37 12 112" 3.14" 10 38 40 1 30 - SPO OPEN OFFICE POWER 720 1 20 1 39 12 1t2" OPEN OFFICE POWER 720 _ 20 1 41 12 112" 42 e EQUAL. TO: EATON-CUTLER H MMER VOLTAGE: 1201 208 V, 3 0,4 i . TYPE: PO—R-LINE-1A PANEL tt "' IIII MAIN SUS RATING: 400 AMPS MOUNTING,. SURFACE NEMA 'I BACKWALL TYPE MAINS: MLO COPIER BUS, LUGS, BOLTED GND BAR ` `A` Y�"� o-o �+}a� 3.� 5tC" �v* AMPS, AI,� PSt, f " " i"jt '5"B" ny4» �.++ L.II�. CON- CON- CIf?, IDENTIFICATION A VA VA TRIM POLES WIRE MIRE POLES TRIP ;1A VA VA IDENTIFICATION NO, DUIT DUIT NO, LOAD LOAD ! 'LOAD C,B, C,B, LOAD LOAD LOAD TRAINING ROOM RECEPTACLES 12650 20 1 43 12 112" 1f2" 10 44 1 30 2500 ' IT VATA RACK POWER: TV-AIV POWER 1000 20 1 45 12 112" 112" 1 10 46 1 30 2500 ITDATA RACK PO'NE1R TV-A/V POWER 1000 20 1 47 12 112" 112" 12 48 1 20 720 IT ROOM RECEPTACLES FLOOR CORE POWER 720 20 1 49 12 112" 112" 12 50 1 20 720 VENDOR IT ROOM RECEPT FLOOR CORE POWER 720 20 1 51 12 112" 112" 12 52 1 20 200 INTRUSION PANEL FLOOR CORE POWER 720 20 1 53 12 112" 1.12" 12 54 1 20 200 SSDP PANEL FLOOR CORE PO'#tIi'ER 720 20 1 65 12 112" 1 112- 12 56 1 1 20 200 FIRE ALARM CABINET FLOOR CORE POWER. 720 20 1 57 1.2 1f2" 112" 12 58 1 20 300 CALL FOR ASSIST DEVICE FLOOR GORE F't7'J'IfE.R 720 20 1 12 112" 1.t2" 12 60 1 20 1200 SIGN CIRCUIT I` 667R CORE POWER 720 20 1 61 12 1t2" 112" 12 62 1' 20 360 CONSULT RECEPTACLES FLOOR CORE POWER 720 20 1 63 12 112" 64 1500 TELEVISIONS 1000 20 1 65 12 112" 112" 12 66 3 20 1500 EWH 4, sKW SIGN RECEPTACLES 1200 20 1 67 12 1f2" 68 1500 COFFEE MAKER 800 20 1 69 12 112" 1 112" 12 70 1 1 20 500 NVR PANEL REFRIGERATOR ERATOR 1200 2.0 1 71 12 112" 72 1 1 20 - ------- SPARE ICE MAKER 1600 20 1 73 12 112, 74 1 20 - SPADE GARBAGE DISPOSAL 1656 20 1 75 12 1/2" 76 1 20 SPARE MICROWAVE 1200 20 1 77 12 112" 78 1 20 _ SPARE. 1383 79 80. 1__ 20 _ _ SPARE IW'H 1383-' 20 3 81 12 112" 82 1 20 - SPARE 1383 83 844, 1 20 - SPARE TOTAL. VA "A" PHASE 38215 TOTAL. VA "iB" PHASE � 37514 TOTAL VA "C" PHASE 3414 TOTAL CONNECTED KVA: 109,9 ( 305 AMPS) TOTAL DEMANDED KVA: 0.0 (0 AMPS) SURGE 'ISPID - PROTECTOR DEVICE "TRANSIENT TECHNOLOGIES" OR EQUAL. HUMANA BACK ENTRANCE NEW PANEL „H„ 120/208V, 30, 4W 400 AMP MCB n I QUAD RECEPTACLE NEMA 5-20R TYPICAL 4'X8'X3/4" AC —GRADE — PLYWOOD 6"AFF PAINTED FIRE RETARDANT GRAY, LEAVE FIRE RATING STAMP EXPOSED. TYPICAL NEW PANEL "H" 120/208V, 30, 4W M LO SECTION 2 { H-50 INTRUSION H-56 H-52 FIRE ~�--e �=- -- GROUND EACH ....................... . CABINET TO H-48 BUILDING CORE #6 (G), 3/4"C TO GROUND VIA #6 MAIN GROUNDING AWG, 600V, UL SYSTEM LISTED / H-4g (AT&T H-44 AKS.r)4R9—I 7._�FA ENLARGED IT AND VENDOR IT ROOMS SCALE: 1/2"= V-0" PROVIDE NEW METER 400 AMP, 240 VOLT GALVANIZED STEEL EL METER, "LANDIS & G) AND ALL ASSOCIATED WIRING FOR A COMPL SERVICE. I— — — — — — — — — — — — — — — — — — — — — -------------------------- NEW 600MCM, #1 (G) IN EXISTING 4" CONDUIT, EXTEND EXISTING STUBBED UP CONDUITS TO NEW PANELBOARD LOCATIONS ON BACKWALL. ELECTRICAL RISER DIAGRAM NTS EXISTING METER BANK ON BUILDING EXTERIOR BACK WALL L/\IJI IIVV IYIl1I I JLI\V II�L 400A DISCONNECT SERVING THIS PROJECT. REFER TO SHEET E001 FOR LOCATION WITHIN BUILDING. Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction 8, intellectual property rights reserved © 2012 In Association with SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 www.sdmeorp.com Key Plan C' Professional Seals ERNESTO ALOMA JOSE I. MARTINEZ P.E. 53823 P.E. 53779 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 EXISTING 120/208V, 30, 4W No. Revision Description YYYY-MM-DD 1200A MAIN DISCONNECT SWITCH 1 ADDENDUM 1 2012-07-09 2 ADDENDUM 2 2012-07-19 Drawn by SDM Reviewed by SDM Project No 12.01622.00 Sheet Title: ELECTRICAL RISER, DETAILS AND PANEL SCHEDULE Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number E401 I or 2 Hour Fire Rated Through G,�ass s f� a U Penetration Firestop for Single Metal Pipe through system Gypsum Walls using FYRE-SHIELD. VVL 1097 F-Rating = 1 and 2 Hr. T-Rating = 0 Hr. v 3735 Green Rd. Beachwood, OH, 44122 Drawing not to scale 1Q Pre -Rated Gypsum Wallboard/Stud Wall Assembly 2Q Metallic Pipe - A) Steel Pipe - 8" diam. (or smaller) Sell. 40 (or heavier) steel pipe. B) Iron Pipe - 8" diam. (or smaller) cast or ductile iron pipe. C) Conduit - 4" diam. (or smaller) EMT or rigid steel conduit. D) Copper Tubing - 4" diam. (or smaller) Type L (or heavier) copper tubing. E) Copper Pipe - 4" diam. (or smaller) Regular (or heavier) copper pipe. The annular space shall be min. 1/4" to max. 5/8" within the firestop system. Q FYRE-SHIELD - Min. 1/2" thickness of sealant applied within opening. Additional sealant to be installed such that a min. 1/4" crown is formed around the penetrating item. Project: The Tremeo products used shove have been The above described assembly bas been tested in accordance with the following: • ASTM E814 (11L1479) Standard Test Method tested and is based on both past and shll Location: patedperfom rance criteria. Tremeo shall not for Through PeaetrationFirestopping be liable for any damages, director con - Installer: sequential, resultins from use of this material Date: 4/23/97 Drawing: TW-1097 or deaign. Tremeo shall only be responsible Signature: Approved by: J. Pitcole for replacing material tuna to be defective. 2 Hour Fire Rated Through G`as S 1&t.0 f; Penetration Firestop for Single ° �oyg® Metal Pipe through Concrete 3735 Green Rd. Floors or Block Walls using Beachwood, OH, 44122 `, TREMstop Acrylic. C A J 1205 F-Rating = 2 Hr. Drawing not to scale T-Rating = 0 Hr. L-Rating at Ambient - Less Than 1 CFMIsq. ft. L-Rating at 400 F - Less Than 1 CFNVsq. ft. d .G e.d ° a d C G 01 Pre -Rated Concrete Floors or Block Walls = Min. 4-1/2" thickness. The annular space range shall be min. 0" to max. 7/8" for this firestop system. 20 Metallic Pipe: > Steel Pipe - 12" diam. (or smaller) sell. 40 (or heavier) steel > Conduit - Nom. 4" diam. (or smaller) steel conduit, or EMT. > Copper Pipe - 3" diam. (or smaller) Regular (or heavier) copper. > Cast Iron Pipe - 12" diam. (or smaller) cast or ductile iron. > Copper Tubing - 3" diam. (or smaller) Type L (or heavier) copper. GQ Packing Material -Min. 4" thickness of mineral wool (min. 4.0 pcf) insulation, firmly packed into opening as a permanent form. ® TREMstop Acrylic - Min. 1/2" sealant applied within annulus, and a minimum 1/4" sealant applied at point contact; at the floor surface for floors, or both surfaces for walls. Project: The Tremeo products used above have been The above described assembly has been tested m accordance, with the following: tested and is based on both past and antici- Locatlon: • ASTM E814 (UL1479) standard Test Method pated performance criteria. Tremeo shall not for Through Penetration Firestopping. be liable for any damages, direct or con - Installer: sequential, resulting from use of this material Date: 1/15/97 1 Drawing: TR-1205 or design. Tremeo shall only be responsible Signature: for replacing material found to be defective. Approved by: J. Pitcole FIRE STOPPING DETAILS SCALE: N.T.S. FIRE ALARM SYSTEM NOTES 1. THE EXTENT OF THE FIRE ALARM SYSTEM WORK IS INDICATED BY THE DRAWINGS AND SCHEDULES. 2. THE FIRE ALARM RISER IS A DIAGRAMMATIC GUIDE FOR THE INSTALLATION OF THE FIRE ALARM EQUIPMENT. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE OPERATING SYSTEM. 3. ALL FIRE ALARM SYSTEM COMPONENTS SHALL BE UL LISTED AND LABELED. 4. SIGNALING CIRCUITS SHALL BE POWER LIMITED PER NEC 760-11. 5. CABLE PENETRATION INTO OR THROUGH PLENUM AREAS USED FOR TRANSFER OF ENVIRONMENTAL AIR SHALL BE TEFLON INSULATED TYPE OR OF AN APPROVED TYPE IN ACCORDANCE WITS SECTION 800-3(D) OF THE NATIONAL ELECTRIC CODE. 6. ALL WIRING MUST CONFORM WITH NEC ARTICLE 760 AND LOCAL CODES. ALL EQUIPMENT SHALL BE UL LISTED. 7. ALL INSTALLATION MATERIAL SUCH AS CONDUIT FITTINGS, BOXES, SUPPORTS, HANDERS, ETC. ARE TO BE PROVIDED AND INCLUDED. 8. ALL INITIATING AND INDICATING CIRCUITS MUST BE SUPERVISED. 9. CIRCUIT POLARITY MUST BE OBSERVED. 10. WIRE RUNS ARE SHOWN DIAGRAMMATICALLY, EXACT LOCATION OF ALL EQUIPMENT TO BE DETERMINED IN THE FIELD, BUT SHALL CONFORM WITH THE BASIC LAYOUT AS SHOWN ON DRAWINGS TO PREVENT CIRCUIT OVERLOAD. 11. SMOKE DETECTORS SHALL NOT BE LOCATED IN DIRECT AIR STREAM FROM SUPPLY AIR OUTLETS. MAINTAIN A MINIMUM CLEAR DISTANCE OF 36". OFFSET/ADJUST LOCATIONS AS REQUIRED. 12. MINIMUM CONDUIT SIZE WILL BE 3/4" UNLESS NOTED OTHERWISE CONDUIT SHALL BE NO MORE THAN 40% FILLED. 13. DO NOT MARK ID NUMBERS ON DEVICES. LABEL BASE ONLY. 14. POWER UP & POWER DOWN ON PANEL MUST BE DONE IN PROPER SEQUENCE. POWER DOWN A — DISCONNECT BATTERY. B — TURN OFF AC POWER PRIMARY & SECONDARY. POWER UP A — TURN ON AC POWER PRIMARY & SECONDARY. B — RECONNECT BATTERIES. 15. AHU SHUTDOWN IS BY THE RELAYS LOCATED IN THE DUCT DETECTORS. THIS MUST BE USED IN THE NORMALLY CLOSED POSITION SO THAT A LOSS OF CONTINUITY BETWEEN THE RELAY CONTACT AND THE UNIT WILL CAUSE AHU SHUTDOWN. RELAY CONTACTS ARE RATED AT 2 AMPS 120 VAC, 24 VDC. UNDER NO CIRCUMSTANCES COULD THIS BE EXCEEDED. FAN SHUTDOWN RELAYS MUST BE LOCATED WITHIN 3' OF STARTER COIL PER NFPA 72. 16. PROVIDE DETAILED INSTALLATION SHOP DRAWINGS SHOWING NEW EQUIPMENT, DEVICE LOCATIONS AND CONNECTION WIRING NECESSARY FOR THE NEW SYSTEM EXPANSION. 17. ELECTRICAL CONTRACTOR MUST SET ADDRESSES FOR ADDRESSABLE DEVICES PRIOR TO INSTALLING THE DEVICE. 18. DAMPER MOTOR AND FAN SHUTDOWN CONNECTIONS ARE TO BE COORDINATED IN FIELD WITH HVAC CONTRACTOR. 19. STROBES ARE TO BE WALL MOUNTED PER ADA REQUIREMENTS. EXACT LOCATION OF THESE DEVICES TO BE DETERMINED IN FIELD. MOUNT STROBES 80" AFF TO TOP OF LENS, OR 6" BELOW CEILING TO TOP OF LENS, WHICHEVER IS LOWER. 20. MANUAL PULL STATIONS SHALL BE MOUNTED SO THAT THE OPERATING LEVER IS BETWEEN 42" AND 48" ABOVE THE FINISHED FLOOR 21. FIRE ALARM TERMINAL CABINET MUST BE CONNECTED TO THE SYSTEM GROUND OR COLD —WATER GROUND VIA 1 GREEN #10 THHN OR EQUIVALENT. 22. ANY SURFACE MOUNTED FIRE ALARM DEVICES, i.e., PULL STATION, STROBES, SPEAKER/STROBE SHALL BE MOUNTED IN "SYSTEMS" BOXES PROVIDED BY THE MANUFACTURER DO NOT USE 1900 TYPE ELECTRICAL BOXES PAINTED RED. 23. PROVIDE AND INSTALL ALL DEVICES AS INDICATED IN THE FLOOR PLANS AND/OR RISER DIAGRAM AND/OR SPECIFICATIONS AND/OR ELEVATOR RECALL DETAIL. 24, THE BOTTOM OF THE VISIBLE APPLIANCE SHALL NOT BE LESS THAN 80" ABOVE THE FINISHED FLOOR. 25, THE FIRE ALARM CONTROL PANEL SHALL NOT BE USED TO POWER ANY UNAUTHORIZED EXTERNAL DEVICE. FIRE ALARM SYSTEM SHOWN IN THIS SET OF DOCUMENTS IS FOR DESIGN INTENT ONLY. 26. ELECTRICAL CONTRACTOR IS FULLY RESPONSIBLE TO PROVIDE INSTALLATION DRAWINGS, ALONG WITH SHOP DRAWINGS, SHOWING ACTUAL LOCATION OF DEVICES, DEVICE NUMBERS, BATTERY CALCULATIONS, INSTALLATION RISER DIAGRAMS, AND ANY OTHER DOCUMENTATION NEEDED AND REQUESTED BY THE FIRE DEPARTMENT. 27. IN CASE INSTALLATION DRAWINGS NEED TO BE SIGNED & SEALED BY A PROFESSIONAL LICENSED ENGINEER, SUCH ENGINEER MUST BE HIRED SEPARATELY BY THE CONTRACTOR, AT ITS OWN COST TO PERFORM SUCH TASK. 28. THESE DRAWINGS ARE ACCEPTED BY THE FIRE DEPARTMENT AS A CONCEPTUAL DESIGN ONLY. FIRE ALARM CONTRACTOR'S WORKNG PLANS AS PER F.S.S.633.70(4) MUST BE SUBMITTED TO AND APPROVED BY THE LOCAL FIRE DEPARTMENT BEFORE ANY FIRE ALARM SYSTEM IS INSTALLED OR REMODELED. DUCT DUCT DUCT DUCT COORDINATE WITH MECHANICAL DRAWINGS FOR FIRE ALARM CONNECTIONS TO ALL AIR HANDLING UNITS' SHUTDOWNS UPON FIRE JUONCTONNBOXES OCONTROL WIIRING EEfC , FOd A FULLY FUNCTI6NAL SYSTEM. A/C SUPPLY DIFFUSER CEILING MOUNTED SMOKE/HEAT �3' (MIN) —� DETECTOR SYNCHRONIZE MORE IHAIS TWO APPLIANCES IN ANY FIELD OF VIEW, SPACED A MINIMUM OF 55' FROM EACH OTHER IN ROOMS 80' x 80' OR GREATER. NFPA 72 2002 EDITION (SECTION 7.5.4.4.2(3)) 80" AFF OR 6" BELOW CEILING (WHICHEVER IS LOWER TO BOTTOM OF VISUAL) FINISHED FLOOR AUDIO/VISUAL & VISUAL —ONLY DEVICES 5' MAX MANUAL PULL STATION FIRE PHONE —� n JACK 48" AFF TO HANDLE NOTE: MEASUREMENTS 4" SHOWN ARE TO THE CLOSEST OF THE EILING DETECTOR. ACCEPTED HERE 12" (MAX) NEVER HERE WALL MOUNTED SMOKE/HEAT DETECTOR 1 SIDE WALL FINISHED WALL FIRE ALARM TYPICAL DEVICE MOUNTING LOCATIONS FIRE ALARM SYSTEM LEGEND SYMBOL DESCRIPTION MOUNTING REMARKS OPHOTOELEC D TYPE CEILING SMOKE DETECTOR SS DUCT SMOKE CEILING PROVIDE ON ALL SUPPLY R �J DETECTOR AND RETURN AIR DUCTS * EL] STROBE LIGHT WALL MINIMUM 75 CANDELA PER FACBC TRANSPARENT PROTECTIVE COVER MANUAL PULL PROVIDE WITH PLEXIGLASS 0 STATION WALL COVER. "STOPPER III" W/ VISUAL MINIMUM 75 CANDELA PER FACBC ffHl AHORN LARM WALL TRANSPARENT PROTECTIVE COVER FAP FIRE ALARM WALL PANEL WIRE LEGEND: DESCRIPTION 2 CONDUCTOR #18 AWG TWISTED PAIR 2 CONDUCTOR #14 AWG FPL 2 CONDUCTOR #14 AWG FPL 2 CONDUCTOR #14 AWG FPL 2 CONDUCTOR #18 AWG FPL 2 CONDUCTOR #18 AWG FPL 2 CONDUCTOR #16 AWG TWISTED/SHIELDED FPL PAIR 3/4"C TYPICAL CONNECTION TO ADDRESSABLE DEVICES CONNECTION TO HORN CIRCUIT CONNECTION TO STROBE CIRCUITS UNSWITCHED 24V DC POWER SWITCHED 24V DC POWER MONITOR MODULES NETWORK CONNECTION DEVICES RECEPTION DESK AN N u u(0 U U U v v v v v v v BACKDOOR REC 100 JAN 11151 STO 108 STO 102A VENDOR 110 IT 1 99 TRAINING I CORRIDOR 102 1 �----- SL SL SL SL SL SL SL S DID DI� SL BREAK 116 OPEN 111 TOILET FF4 TOILET 113 TOILET I— TRAINING —1 I CORRIDOR RECEPTION 112 102 100 FIRE ALARM RISER DIAGRAM 1 NTS SEE FLOOR PLANS FOR EXACT QUANTITY AND LOCATION OF DEVICES NEW FIRE ALARM TERMINAL CABINET #10 TO ELEC BUILDING VENDOR IT ROOM I GROUND L — — — — — J EXPAND EXISTING "FIRELITE" MS905OUD FIRE ALARM PANEL TO ACCOMMODATE NEW DEVICES UNDER THIS PROJECT. PROVIDE ALL REQUIRED NAC PANELS AND POWER SUPPLIES AS NEEDED FOR CONTINUOUS SERVICE. CONTACT "AFA PROTECTIVE SYSTEMS, INC" 877—AFA-1873 CURRENTLY SERVING THIS SYSTEM FOR ANY ADDITIONAL INFORMATION NEEDED, Project HUMANA- ZEPHYRHILLS, FLORIDA- GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 In Association with ----------------- SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 www.sdmeorp.com Key Plan 3 Professional Seals ERNESTO ALOMA JOSE I. MARTINEZ P.E. 53823 P.E. 53779 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD 1 ADDENDUM 1 2012-07-09 2 ADDENDUM 2 2012-07-19 Drawn by SDM Reviewed by SDM Project No 12.01622.00 Sheet Title: FIRE ALARM RISER DIAGRAM Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number 7.2.1.6.2 ACCESS -CONTROLLED EGRESS DOOR ASSEMBLIES WHERE PERMITTED IN CHAPTER 11 THROUGH 43, DOOR ASSEMBLIES IN THE MEANS OF EGRESS SHALL BE PERMITTED TO BE EQUIPPED WITH AN APPROVED ENTRANCE AND EGRESS ACCESS CONTROL SYSTEM, PROVIDED THAT ALL THE FOLLOWING CRITERIA ARE MET. 1. A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE, ARRANGED TO DETECT AN OCCUPANT APPROACHING DOOR LEAVES THAT ARE ARRANGED TO UNLOCK IN THE DIRECTION OF AN APPROACHING OCCUPANT OR LOSS OF POWER TOP THE SENSOR 2. LOSS OF POWER TO THE PART OF THE ACCESS CONTROL SYSTEM THAT LOCKS THE DOOR LEAVES SHALL AUTOMATICALLY UNLOCK THE DOOR LEAVES IN THE DIRECTION OF EGRESS 3. DOOR LEAVES SHALL BE ARRANGED TO UNLOCK IN THE DIRECTION OF EGRESS FROM A MANUAL RELEASE DEVICE LOCATED 40 IN. TO 48 IN. ()1015 MM TO 1220 MM) VERTICALLY ABOVE THE FLOOR WITHIN 60 IN. (1525 MM) OF THE SECURED DOOR OPENING 4. THE MANUAL RELEASE DEVICE SPECIFIED IN 7.2.1.6.2 (3) SHALL BE READILY ACCESSIBLE AND CLEARLY IDENTIFIED BY A SIGN THAT READS AS FOLLOWS:PUSH TO EXIT. 5. WHEN OPERATED, THE MANUAL RELEASE DEVICE SHALL RESULT IN DIRECT INTERRUPTION OF POWER TO THE LOCK INDEPENDENT OF THE ACCESS CONTROL SYSTEM ELECTRONICS - AND THE DOOR LEAVES SHALL REMAIN UNLOCKED FOR NOT LESS THAN 30 SECONDS. 6. ACTIVATION OF THE BUILDING FIRE -PROTECTIVE SIGNALING SYSTEM, OF PROVIDED, SHALL AUTOMATICALLY UNLOCK THE DOOR LEAVES IN THE DIRECTION OF EGRESS, AND THEY SHALL REMAIN UNLOCKED UNTIL THE FIRE -PROTECTIVE SIGNALING SYSTEM HAS BEEN MANUALLY RESET. 7. THE ACTIVATION OF MANUAL FORE ALARM BOXES THAT ACTIVATE THE BUILDING FIRE -PROTECTIVE SIGNALING SYSTEM SPECIFIED IN 7.2.1.6.2 (6) SHALL NOT BE REQUIRED TO UNLOCK THE DOOR LEAVES. 8. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK THE DOOR LEAVES IN THE DIRECTION OF EGRESS, AND THEY SHALL REMAIN UNLOCKED UNTIL THE FORE -PROTECTIVE SYSTEM HAS BEEN MANUALLY RESET. TRANSFORMER: 120 AC 60 Hz 120V AC,6OHz PRIMARY 24V AC, 60 Hz SECONDARY L120V AC GND CLASS II, UL LISTED 48 V.A. (MIN.) rr� 24V AC ELECTRONIC SENSOR BLACK RED WHITE COIL WIRE !7'Tl ELECTRONIC SENSOR BLACK RED WHITE COIL WIRE • lTf7 BOX 24V AC COIL ON FLUSHOMETER UNIT #1 GROUND WIRE ON NIPPLE ASSEMBLY 24V AC COIL ON UNIT #2 FLUSHOMEfER THROUGH GROUND WIRE UNIT #3 ON NIPPLE ASSEMBLY EL-150 SENSOR CONNECTION TO FIRE ALARM FOR DOOR RELEASE UNDER FIRE ALARM CONDITIONS —4 CONDUCTOR STRANDED UNSHIELDED #18 AWG WPW 244 OR EQUAL, AND (1) BELDEN 9116 COAXIAL CABLE 3/4" CONDUIT TO EACH TERMINAL CONTROLLER. REQUEST TO EXIT DEVICE WITH PIR DETECTOR AND WRAP AROUND COVERAGE MTD ABOVE. EMERGENCY MANUAL PUSHBUTTON RELEASE ON THE INSIDE OF DOOR AT 48"AFF (NOT MORE THAN 12" DOOR JAM) ELECTRIC DOOR STRIKE F ELECTROMAGNETIC LOCK (1200 LEIS MIN) �—MOUNTED ON TOP OF DOOR FRAME OPPOSITE REX I HINGESIDE OF DOOR. TYPICAL J :D]S--FLL] TC I-- THESE DEVICES ARE TO BE PROVIDED J PCR I IN EACH DOOR WITH CARD READER REQUIREMENTS. J (SHOWN IN PLAN WITH A CR ON ENTRANCE DOOR) CR I I REFER TO SHEET E201 FOR ALL LOCATIONS L — — — — PROVIDED WITH CARD READERS VENDOR IT ROOM PROXIMITY TYPE CARD -READING SENSOR TERMINAL SHALL BE RECESSED MOUNTED IN PROXIMITY CONTROLLER WALL AT 48" AFF. FIELD COORDINATE EXACT CARD ACCESS CEILING MTD LOCATION (TYPICAL FOR ALL). PANEL LENEL OR PROVIDE ALL REQUIRED 120 VOLT EMERGENCY EQUAL SUPPLIES AND TRANSFORMERS REQUIRED AT EACH DOOR LOCATION. #10 AWG COPPER TO ELECTRICAL SYSTEM GROUND, TYPICAL. PROXIMITY CARD READER RISER DIAGRAM NTS 7.2.1.6.2 ACCESS CONTROLLED EGRESS DOOR ASSEMBLIES 4"SQ. BOX DEVICE COVER (PLASTER RING) ;" HIGH - APPLETON ELECT #8470 OR EQUAL FINISHED (BY CONTRACTOR) TI LE VALL OPENING WALL TABS OF YOKE SENSOR TO BE MOUNTED ON TOP OF FINISHED PLASTER OR TILE WALL NOTE: INSTALL PLASTER RING SO THAT SCREW HOLES ARE ON THE LEFT AND RIGHT SIDE OF BOX. (VIEW WITH COVER REMOVED) EL-154 SENSOR � RANGE ADJUSTMENTS BLACK RED kt WHITE FINISHED PLASTER WALL ELECTRONIC SENSOR VALVE WIRING DIAGRAM NO SCALE TELCOM NOTES: • TELCOM CODES ARE IN THE NEC (NATIONAL ELECTRICAL CODE), EIA/TIA (ELECTRONICS INDUSTRIES ALLIANCE/TELECOMMUNICATION INDUSTRY ASSOCIATION) • PROVIDE NEW IT ROOM WITH A 3/4" PLYWOOD BACKBOARD WITH FIRE RETARDANT PAINT. • PROVIDE THE LATEST REQUIRED DATA AND TELCOM WIRING FOR SERVICE FROM EACH DATA LOCATION TO SERVER ROOM. PROVIDE ALL REQUIRED CONNECTIONS FROM SERVER ROOM TO EXISTING COMMUNICATIONS SERVICE ENTRANCE EQUIPMENT. • HORIZONTAL WIRING IS THE RUN BETWEEN JACK AND CLOSET. • PROVIDE ALL REQUIRED APPURTENANCES, REQUIRED FOR A FULLY FUNCTIONING TELCOM/DATA SYSTEM INSIDE THESE NEW OFFICES. • RUN TELCOM LINES AWAY FROM EMI (ELECTROMAGNETIC INTERFERENCE) e,g., MOTORS AND TRANSFORMERS. EMI SHIELD CAN BE USED TO PROTECT TELCOM LINES. GROUNDING ALSO HELPS PROTECT THE TELCOM LINES • BACKBONE WIRING IS TO PROVIDE INTERCONNECTION BETWEEN TELECOMMUNICATIONS CLOSETS, EQUIPMENT ROOM AND ENTRANCE FACILITIES. • EIA/TIA-568 5.2.1 THERE SHALL BE NO MORE THAN TWO HIERARCHICAL LEVELS OF CROSS -CONNECTS. ALL NEW JACKS TO BE A MINIMUM OF CATEGORY 6a (ANSI/TIA/EIA 568-B). • CATEGORY 6a CABLING WILL BE TERMINATED ON A SERVER RACK IN THE IT ROOM ALL NEW JACKS TO BE A MINIMUM OF CATEGORY 6a (ANSI/TIA/EIA 568-8). CATEGORY 6a CABLING WILL BE TERMINATED BETWEEN A CATEGORY 6A JACK LOCATED IN THE NEW SPACE AND ON A RACK IN THE EXISTING IT ROOM. 3/4"C WITH CAT 6a TO EXISTING IT ROOM DATA SERVER RACK IN ADJACENT SPACE. TYPICAL COMBO VOICE/DATA JACK TELCOM RECEPTACLE DATA TELCOM JACK - A \ VVOICE JACK B m`[ 2 GANG STEEL BACKBOX 1 GANG RING TELECOM FACEPLATE a TYPICAL VOICE/DATA JACK DENOTED BY THE SYMBOL A TWO OR FOUR PORT ANGLED FACEPLATE, COLOR WHITE, CONNECT CAT 6a PROVIDE WITH TWO (2) TIA CAT 6a JACKS UNLESS OTHERWISE NOTED ON PLANS (SHOWN WITH A (4) ADJACENT TO JACK). B LASER PRINTED LABEL INDICATING OUTLET IDENTIFIER. COORDINATE WITH HUMANA IT DEPT. FOR ADDITIONAL INFORMATION. FURNITURE FACEPLATE INFORMATION USE QUAD FACEPLATE AVAYA M14CE-262 PART No. 108216128 REFER TO IT AND VENDOR IT ROOMS ENLARGED DETAILS ON DATA SHEET E401 FOR ADDITIONAL EXISTING SERVER i EQUIPMENT TO BE PROVIDED TELEPHONE RACK BACKBOARDAND (30A RECEIPT, DATA JACKS, EQUIPMENTTO ETC.) REMAIN 4 4 4 4 REFER TO SHEET E201 FOR QUANTITIES AND EXACT LOCATION OF #6 TO BUILDING IT ROOM 109 I ALL DATA/TELEPHONE JACKS ELEC GROUND. CONTRACTOR MUST COORDINATE ALL DATA WORK WITH HUMANA CAC IT DEPARTMENT FOR ADDITIONAL REQUIREMENTS PRIOR TO ROUGH -IN. TELEPHONE/DATA SYSTEMS RISER DIAGRAM NTS i Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 In Association with SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 www.sdmcorp.com Key Plan C' Professional Seals 4"SQ x 2%" DEEP OUTLET GB GB GB D BOX - APPLETON ELECT #4SD1 OR EQUAL (BY CONTRACTOR) DC DC DC D C 63/4"C w GC TO INSTALL TENANT PROVIDED PWB-100 SECURITY WIRING PER ` J� PLASMA/FLAT PANEL DISPLAY WALL BOX AND TV SEE FLOOR PLANS FOR D SYSTEM , MANUFACTURER'S Ax WALL MOUNT BRACKET AND BLOCKING AS DEVICE LOCATIONS KP CABINET RECOMMENDATIONS REQUIRED. BOX TO RECEIVE DUPLEX OUTLET AND "LENEL" PULLSTRINGS FOR ALL AUDIO/VISUAL CABLING (TYP KP OR ERNESTO ALOMA JOSE I. MARTINEZ " . P.E. 53823 P.E. 53779 AS SHOWN) PROVIDE 2 CONDUIT TO LOCATIONS KP EQUAL INDICATED FOR A/V CABLING AS NEEDED. 10 AWG COPPER No. Issue Description ' YYYY-MM-DD VENDOR IT 0 ELEC ROOM ROOM GROUND 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 SEE PLAN SEE PLAN 03 ISSUE FOR PERMIT 07.27.2012 INTRUSION DETECTION SYSTEM RISER DIAGRAM r-- ----� NTS ALL SECURITY SERVICES SHALL .BE COORDINATED WITH I F —I I HUMANA GLOBAL SECURITY 502-476-4444 globalsecurity®humana.com GC TO PROVIDE SOLID WOOD No. Revision Description YYYY-MM-DD 1 ADDENDUM 1 2012-07-09 CENTERED ON SCREEN FOR BLOCKING; REE2" CEILING - C-1 J ALL 2 ADDENDUM 2 2012-07-19 N MOUNTED TENANT PROVIDED WALL CAMERAS C-2 J CAMERAS MOUNT AND TV (TYP AT ALL TO BE LOCATIONS) FIXED Ln in I 3 4"C 3 4 C WIRING PER WIRING PER AV9 MANUFACTURER'S CCTV MANUFACTURER'S RECOMMENDATIONS RACK RECOMMENDATIONS 19"X19" DVR UPS II Drawn by SDM Reviewed by SDM ONE UPS PER MULTIPLEXER VENDOR IT #10 AWG COPPER INSTALL DUPLEX OUTLET AND SINGLE GANG BOX TO ELEC SYSTEM Project No 12.01622.00 FOR DATA CONNECTION. ALSO INSTALL SINGLE (16 CAMERAS PER ROOM GROUND GANG WITH PULL STRING AND 2" CONDUIT TO TV MULTIPLEXER) SYSTEM TO BE Sheet Title: LOCATION FOR A/V CABLING. SEE PLAN FOR CAMERAS TO BE "AXIS" COMPATIBLE WITH ACTUAL LOCATION. MODEL M3014, M7001 HUMANA CESS. SYSTEMS RISER TYPICAL WALL MOUNT TV ELEVATION OR EQUAL. COORDINATE WITH DIAGRAMS AND HUMANA GLOBAL NTS CCTV SYSTEM RISER DIAGRAM SECURITY. DETAILS NTS ALL SECURITY SERVICES SHALL BE COORDINATED WITH Original drawing is 36 x 24 Do not scale contents of this drawing HUMANA GLOBAL SECURITY 502-476-4444 Sheet Number globalsecurity@humana.com E601 3/4" P & T RELIEF VALVE ADJUSTABLE WATE'. HEATER SHELF BY MOUNT HEATER AS HIGH AS POSSIBLE 3/4" CW 1/2" HW =AT TRAP (TYP.) kLL VALVE (TYP.) IION ECTRIC WATER HEATER i/4" AIR GAP /4" RELIEF DRAIN LINE RMINATE ® DRAIN PAN '4" ANCHOR SCREWS STALLED USING MFGR. 4TCHED TOLERANCE LOT DRILL (TYP.) WALL MOUNTED ELECTRIC WATER HEATER NO SCALE POSITION PIPE TO AVOID OBSTRUCTIONS TO CLEAN -OUTS. STAINLESS STEEL COVER SCREWED TO THREADED C.O. PIPE FACE OF WALL WALL CLEANOUT DETAIL NO SCALE TURN LEAD FLASHING DOWN INTO STACK 2" MIN. z [__4 LB. SHEET LEAD FLASHING FILL IN W/ ROOF MATERIAL 12 MIN. i���—ROOFING ROOFING CONSTRUCTION SLEEVE ROOF CONSTRUCTION AS REQ'D. VENT STACK NOTE: ANY VENT PIPE WITHIN 10' OF ANY DOOR , WINDOW , OR EXHAUST OPENING OR OUTSIDE AIR INTAKE SHALL EXTEND NOT LESS THAN 3' ABOVE SAME . VENT-THRU-ROOF DETAIL NO SCALE FIXTURE CONNECTION SCHEDULE COLD HOT MARK DESCRIPTION WASTE VENT WATER WATER REMARKS WC (-H) WATER CLOSET (HANDICAPPED) 3" 2" 2" "KOHLER" MODEL NO. K3999-TR-96, ADA COMPLIANT, COLOR: 96 BISCUIT. "CORIAN" SOLID SURFACE MODEL NO. 820 INTEGRAL BOWN, COLOR: BISQUE. LV (-H) LAVATORY (HANDICAPPED) 1 Z" 1 z" 2" 2" "KOHLER" REVIVAL FAUCET MODEL NO. K-16102-4, BRUSHED VIBRANT BRONZE W/ 8" SPREAD TRADITIONAL LEVER. "ELKAY" GECR2521 L/R SINGLE BOWL ADA COMPLIANT SINK W/ "KOHLER" SK-1 SINK 1 z" 14" 2" 2" VINNATA FAUCET MODEL NO. K-690-VS W/ TRADITIONAL LEVER. "KOHLER" STRAINER MODEL NO. K-8801-BV. "ELKAY" GECR2521 L/R SINGLE BOWL ADA COMPLIANT SINK W/ "KOHLER" SK-2 SINK 1'z" 14" 2" Z" VINNATA FAUCET MODEL NO. K-690-VS W/ TRADITIONAL LEVER. "KOHLER" STRAINER MODEL NO. K-8801-BV. S.S. SERVICE SINK SO 2" 4° �� "FLORESTONE" MODEL 5 TERRAllO MOP RECEPTOR W/ "AMERICAN STANDARD" 8354.112 EXPOSED YOKE WALL -MOUNT UTILITY FAUCET. EWC ELECTRIC WATER COOLER 14" 14" 2" "ELKAY" EZS8L BARRIER -FREE WALL MOUNT WATER COOLER. FD FLOOR DRAIN 3" 2" * "JOSAM" 3000-S SERIES, CAST IRON, BOTTOM OUTLET, ADJUSTABLE SUPER-FLO STRAINER. TRAP RESEALED FROM NEAREST FIXTURE. NOTES: 1. ALL PLUMBING FIXTURES SHALL COMPLY WITH MAXIMUM FLOW RATES AND CONSUMPTION AS PER FBC TABLE 604.4 OF 2007 (PLUMBING). 2. COORDINATE FIXTURES COLOR AND FINISH W/ ARCHITECT. WATER HEATER DATA STORAGE IN MANUFACTURER ELECTRICAL MARK INPUT REMARKS LOCATION U.S. GAL. MODEL No. DATA A.O. SMITH EWH 30 4.5 KW DEL-30 3060Hz/ 208V / SEE PLANS CH TE IWH -- 4.16 KW SR-20L R-20L / 3� 60Hz/ 208V SEE PLANS SHOCK ABSORBER SCHEDULE ABSOR11ON TYPE No. 75001 75001-S 75002 75002-S 75003 75003-S 75004 75004-S 75005 75005-S 75006 75006-S P.D.I. SYMBOLS (*) A B C D E F FIXTURE -UNIT RATING 1-11 12-32 33-60 61-113 114-154 155-330 (x) CLASSFICATIONS ESTABLISHED BY THE PLUMBING AND DRAINAGE INSTITUTE "STANDARD P.D.I. - WH2O1" NOTES: 1. CONTRACTOR TO INSTALL SHOCK ABSORBER AS PER MANUFACTURER INSTRUCTIONS. 2. SHOCK ABSORBERS TO BE JOSAM (ABSORBOTRON) OR EQUAL. 3. CONTRACTOR TO INSTALL SHOCK ABSORBERS WHERE QUICK CLOSING VALVES ARE PRESENT. 4. CONTRACTOR TO PROVIDE ACCESS DOORS WHERE REQUIRED TO SERVICE SHOCK ABSORBERS. HOSE BRACKET 24" X 24" X 10" ONE PIECE MOLDED STONE CORNER BASIN a A. MOP SINK DETAIL NO SCALE CID ® MOP HANGER — SPOUT BRACE SPOUT WITH HOSE END & PAILHOOK WALL STRUCTURE CHROME PLATED WATER HEATER 3/4"P&T SERVICE FAUCET W/ & 1" OVERFLOW RELIEF VACUUM BREAKER LINES IF APPLICABLE —30" HOSE DRAIN a o 4- DIA. P-TRAP 1/2" TRAP PRIMER SUPPLY DOMESTIC WATER LINE TRAP PRIMER VALVE DISTRIBUTION UNIT FOR MULTIPLE LINES 1/2" TRAP PRIMER LINE SLEEVE THRU "" TRAP SEAL PRIMER DETAIL NO SCALE GENERAL NOTES 1. OFFSET ALL VTR'S, SANITARY, AND VENT STACKS AS REQUIRED. 2. ALL SAN. 2" AND SMALLER SHALL SLOPE UNIFORMLY NO LESS THAN 1/4"/FT, 3" AND LARGER SHALL SLOPE UNIFORMLY NO LESS THAN 1/8"/FT. 3. DRAWINGS ARE DIAGRAMMATIC AND SHOW LOCATION INTENT, BUT SHOULD BE FOLLOWED AS CLOSE AS POSSIBLE CONTRACTOR IS TO COORDINATE LAYOUTS WITH OTHER DISCIPLINES TO AVOID CONFLICTS AND FACILITATE ACCESSIBILITY FOR SERVICING. 4. DESIGN INTENT CONSTITUTES THE PROVISIONS OF COMPLETE SYSTEM AS INDICATED WITH ALL NECESSARY COMPONENTS AND ACCESSORIES, WHETHER EXPLICITLY SPECIFIED OR IMPLIED, TO ACHIEVE FULL OPERATIONAL STATUS. 5. DRAWINGS FROM VARIOUS DISCIPLINES ARE INTERRELATED, WHAT IS REQUIRED IN ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. COMPLEMENTARY COMPONENTS BETWEEN DISCIPLINES, REASONABLY INFERRED AS BEING NECESSARY TO PRODUCE INTENDED RESULTS, SHALL BE DEEMED PART OF THE CONTRACTOR'S EXPECTED PERFORMANCE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND EXECUTION OF ALL NECESSARY CHANGES ATTRIBUTABLE TO INSTALLATION OF SUBSTITUTE EQUIPMENT AT NO ADDITIONAL COST TO OWNER. 7. DOMESTIC WATER PIPING: CONTRACTOR TO INSTALL TYPE "L", DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND LEAD FREE SOLDER JOINTS FOR PIPE SIZES 4 INCHES AND SMALLER, ABOVE GROUND, WITHIN BUILDING. CONTRACTOR TO INSTALL TYPE "K", ANNEALED TEMPERED COPPER TUBE FOR PIPE SIZES 3 INCHES AND SMALLER, WITH MINIMUM NUMBER OF JOINTS, BELOW GROUND. 8. SANITARY PIPING: CONTRACTOR TO INSTALL STORM DRAINAGE (WHEN APPLICABLE), DRAINAGE, DRAINAGE VENT PIPES AND FITTINGS AS FOLLOWS: A. ABOVE GROUND DRAINAGE AND VENT PIPE: 1) CAST-IRON PIPE COMPLYING WITH ASTM A 74; CISPI 301; ASTM A 888 9. ALL WORK SHALL COMPLY WITH THE 2007 FLORIDA BUILDING CODE. 10. NO GAS SERVICE REQUIRED IN THIS PROJECT. PLUMBING LEGEND — _ — CW — - — COLD WATER LINE — . . — HW — — HOT WATER LINE S SANITARY WASTE LINE — — V — — SANITARY VENT I-- WALL CLEANOUT CO SA SHOCK ABSORBER GATE VALVE C PIPE DOWN C PIPE UP le TEE DN TEE UP "HOT" VALVE FAUCET FLOW CONTROL /--" COLD" VALVE HOT WATER OUTLET HOT WATER HEATER IN LINE FLOW MOUNTING CONTROL FLANG (1.0 GPM MAX) HOT 13 o COLD COPPER TUBING ACCESS COVER FITTING --- SINK 3/4" MAIN PIPE, COLD WATER INLET DUAL OUTLET ANGLE VALVE ELECTRICAL JUNCTION BOX ELECTRICAL CONDUIT ELECTRICAL WIRES TYPICAL "IWH" INSTANT WATER HEATER MOUNTING DETAIL NO SCALE -M.ANA111: .................. .... ...... ....................................................... ..................... Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 In Association with u: ................................... - - .................. SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 www.sdmcorp.com Key Plan C' Professional Seals ERNESTO ALOMA JOSE I. MARTINEZ P.E. 53823 P.E. 53779 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD 1 ADDENDUM 1 2012-07-09 2 ADDENDUM 2 2012-07-19 Drawn by SDM Reviewed by SDM Project No 12.01622.00 Sheet Title: GEN. NOTES, LEGENDS, SCHEDULES & DETAILS - PLUMBING Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number .-. 4 . f f %:r "•"•ire.. -------------------- PARTIAL FLOOR PLAN (WEST) - PLUMBING 1/4" = 1'-0.. a %fflfi i/rri l % f f fffi ` /rryi i C"'�rf 4 --------------------------------------- / J f9'cr EXISTING 2"CW ------------------------ CONNECT TO EXISTING PIPE. VERIFY EXACT SIZE, LOCATION, INVERT & CAPACITY IN FIELD PRIOR TO COMMENCEMENT OF WORK. NOTIFY ARCHITECT & ENGINEER OF ANY DISCREPANCIES. NOTE: ALL SAN. 2 z" AND SMALLER SHALL SLOPE UNIFORMLY NO PARTIAL FLOOR PLAN (EAST) - PLUMBING 1/4" = 1'-0" i/•� j rr � f iXr�/n •` � +7� r ,, ... ___............................................... ........ -- -._..._..................................... ,.HUM*'.ANA.: ...................................................... .. Project HUMANA- ZEPHYRHILLS, FLORIDA- GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved ® 2012 In Association with - - - ............-- ---_......_--------.............._...... SDM Consulting Engineers www.sdmcorp.com Key Plan ('IVA Professional Seals `V ERNESTO ALOMA JOSE I. MARTINEZ P.E. 53823 P.E. 53779 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD 1 ADDENDUM 1 2012-07-09 2 ADDENDUM 2 2012-07-19 Drawn by SDM Reviewed by SDM Project No 12.01622.00 Sheet Title: FLOOR PLAN - PLUMBING Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number / I 2" 2"IWR TO RECEIVE WASTE FROM ICE MAKER SK-2 JWR I 2" 3" 3" MAN / / / z' / -1$1- CONNECT TO EXISTING PIPE. VERIFY EXACT SIZE, LOCATION, INVERT & CAPACITY IN FIELD PRIOR TO COMMENCEMENT OF WORK. NOTIFY ARCHITECT & ENGINEER OF ANY DISCREPANCIES. Y 2" NOTE: ALL SAN. 2 2" AND SMALLER SHALL SLOPE UNIFORMLY NO LESS THAN ',,."/FT. 3" AND LARGER SHALL SLOPE UNIFORMLY NO LESS THAN e" /FT. EXISTING 2"CW--\, \ \ \ EXISTING 1"CW \ \ i —EXISTING 4"SANITARY 1"S (38 FU) 4"S (32 FU) \ J I [ 3"VTR 4"S (19 4" 2" 3 WC- LV-H l 3" FD / 11 2" RESEAL LINE / 2 FROM TRAP PRIMER. (TYP.) \ 3" FD '�l SS /2„ 4"S (19 FU) 3„ �/ 2» LV-H / V 9 FU) i (9 FU)/ / FD / 3" 2„ „W 3" `4» \� WC-H 3" FD v LV-H SANITARY RISER DIAGRAM - PLUMBING N.T.S. Project HUMANA- ZEPHYRHILLS, FLORIDA- GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 In Association with y�»w . M-L) �E; SDM Consulting Engineers www.sdmcorp.com Key Plan C' Professional Seals ERNESTO ALOMA JOSE I. P.E. 53823 P.E. MARTINEZ 53779 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD 1 ADDENDUM 1 2012-07-09 2 ADDENDUM 2 2012-07-19 Drawn by SDM Reviewed by Project No 12.01622.00 SDM Sheet Title RISERS - PLUMBING Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number P201 System No. W-L-1054 F Ratings - 1 and 2 Hr (See Items 1 and 3) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/Sq Ft L Rating At 400 F - 4 CFM/Sq Ft SECTION A -A 1. Wall Assembly -- The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw -attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than the diameter of the penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. clearance is present between the penetrating item and the framing on all four sides. B. Gypsum Board* -- 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diameter of opening is 32-1/4 in. for steel stud walls. Max diameter of opening is 14-1/2 in. for wood stud walls. The F Rating of the fire -stop system is equal to the fire rating of the wall assembly. 2. Through -Penetrants -- One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the fire -stop system. The annular space shall be min 0 in. to max 2-1/4 in. Pipe may be installed with continuous point contact. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe -- Nom 30 in diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe -- Nom 30 in. diam (or smaller) cast or ductile iron pipe. C. Conduit -- Nom 4 in diam (or smaller) steel electrical metallic tubing or 6 in. diam steel conduit. D. Copper Tubing -- Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe -- Nom 6 in. diam (or smaller) regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* -- Sealant -- Min 5/8 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. diameter bead of fill material shall be applied at the pipe wall interface on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-One Sealant *Bearing the UL Classification Mark ,\p, S I Fj�o �OEHFO® Reproduced by HILTI, Inc. Courtesy of FIRESTOP SYSTEMS Underwriters Laboratories, Inc. December 4, 2002 C ® L us FIRE STOP SYSTEM DETAIL IONCRETE OR BLOCK C O System No. C-AJ-1 154 F Rating -- 3 Hr T Rating -- 1/4 Hr L Rating At Ambient -- Less Than 1 CFM/sq f t L Rating At 400 F -- 4 CFM/sq f t SECTION A -A 1. Floor or Wall Assembly -- Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 14 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Through -Penetrants -- One metallic pipe, conduit or tubing to installed either concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. to max 3-1/4 in. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe -- Nom 10 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Conduit -- Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. C. Copper Tubing -- Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. D. Copper Pipe -- Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Firestop System -- The firestop system shall consist of the following: A. Packing Material -- Mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material. As an option to the above, backer rod and/or foamed plastic backer material may be used. B. Fill, Void or Cavity Material* -- Sealant -- Min 1/2 in. thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. At the point contact location between pipe and concrete, a min 1/2 in. diam bead of fill material shall be applied at the concrete/pipe interface on the top surface of floor and on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-ONE Sealant *Bearing the UL Classification Mark � SS / F/ � ® Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. C.� FIRESTOP SYSTEMS November 24, C 0 US FIRE STOP SYSTEM DETAIL (CONCRETE OR BLOCK GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE, N.F.P.A #13, 14, 24, 25, 70, 72, 101, UL LISTING, AND APPLICABLE FACTORY MUTUAL REQUIREMENTS. IN ANY CONFLICT THE MOST RIGID REQUIREMENT SHALL APPLY. 2. ALL MATERIALS AND EQUIPMENT PROVIDED SHALL BE UL LISTED AND FM APPROVED FOR THE SPECIFIED SERVICE APPLICATION. 3. CONTRACTOR SHALL PAINT ALL ABOVE GROUND FIRE SERVICE PIPING, FITTING AND VALVES WITH A MINIMUM OF 10 MILS RUST PROOF FIRE PROTECTION RED PAINT (OR PAINT TO MATCH BACKGROUND IF REQUESTED BY OWNER AND APPROVED BY A.H.J.). ALL PIPING SHALL COMPLY WITH N.F.P.A.13(07)-8.16.4.2. 4. ALL FIRE SERVICE PIPING ABOVE GROUND SHALL BE SCHEDULE 40 STEEL PIPE (A.S.T.M. A-53). 5. FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE WALLS, CEILINGS, FLOORS, ROOFS, ETC. 6. ALL PIPING OPEN TO EXTERIOR TO BE FACTORY HOT DIPPED GALVANIZED (PIPE, HANGERS AND FITTINGS). 7. HANGING, BRACING AND RESTRAINT OF SYSTEM PIPING SHALL COMPLY WITH N.F.P.A.13(07)-9. 8. SPRINKLERS SHALL BE PROVIDED IN ALL AREAS EXCEPT WHERE OTHERWISE NOTED. 9. UNLESS OTHERWISE NOTED. ALL WET SYSTEM SPRINKLER HEADS SHALL BE OF THE QUICK RESPONSE TYPE, AND SHALL BE UL/FM APPROVED FOR THE HAZARD AND PRESSURE SPECIFIED. 10. ALL SPRINKLER HEADS SHALL BE INSTALLED ON CENTER OF CEILING TILE. CONTRACTOR TO PROVIDE A RETURN BEND TO ALLOW TWO DEGREES OF MOVEMENT AT EACH SPRINKLER HEAD LOCATION, REFER TO DETAILS FOR ADDITIONAL INFORMATION. PENDENT SPRINKLER IN I.T. ROOM SHALL BE PROVIDED WITH GUARD (CAGE). 11. THE DISTANCE BETWEEN A HANGER AND THE CENTER OF AN UPRIGHT SPRINKLER SHALL NOT BE LESS THAN 3 INCHES. 12. PROVIDE STOCK OF SPRINKLER HEADS IN ACCORDANCE WITH N.F.P.A.13(07)-6.2.9. 13. WHENEVER SPRINKLERS ARE INSTALLED IN ELECTRICAL ROOMS, HOODS OR SHIELDS MUST BE PROVIDED OVER ALL ELECTRICAL EQUIPMENT IN ACCORDANCE WITH N.F.P.A.13(07)-8.15.10. COORDINATE WITH ELECTRICAL CONTRACTOR. 14. PROVIDE AUXILIARY DRAINS WHERE A CHANGE IN PIPING DIRECTION PREVENTS DRAINAGE OF SYSTEM PIPING THROUGH THE MAIN DRAIN VALVE. AUXILIARY DRAINS SHALL COMPLY WITH N.F.P.A.13(07)-8.16.2.5. 15. NO STORAGE SHALL BE ALLOWED IN THIS FACILITY. PRESENT FIRE PROTECTION DOES NOT ALLOW FOR STORAGE OF ANY TYPE. ADDITIONAL ENGINEERED FIRE PROTECTION PROVISIONS MUST BE MADE BASED ON STORAGE HEIGHT AND COMMODITY CLASS AS PER NFPA13(07)-CHAPTER 12 PRIOR TO THE REMOVAL OF THIS STORAGE RESTRICTION. 16. ALL EXISTING SPRINKLER HEADS SHALL BE REPLACED BY NEW SPRINKLER HEADS OF THE SAME COVERAGE, RESPONSE TYPE AND K-FACTOR AS EXISTING HEADS. CONTRACTOR TO COORDINATE WITH ARCHITECT PRIOR TO PURCHASE AND INSTALLATION. 17. THIS PROJECT OCCURS IN AN EXISTING FACILITY. ALL CONTRACTORS AND SUBCONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS THAT MAY AFFECT THE LOCATION AND ROUTING OF THEIR EQUIPMENT, CONTRACTOR SHALL MAKE ALLOWANCES ON THEIR BIDS FOR PERFORMING A THOROROUGH SURVEY OF EXISTING INSTALLATIONS TO REFLECT ACTUAL SYSTEM REQUIREMENTS IN THEIR SUBMITTALS. THE BIDS SHALL ALSO ALLOW FOR ADDITIONAL FITTINGS AND LENGTHS OF PIPE REQUIRED TO ACCOMMODATE OFFSETS, CHANGES IN DIRECTION AND/OR ELEVATION REQUIRED TO ERECT THEIR SYSTEM IN CONGESTED LOCATIONS. ONLY RADICAL DEVIATIONS FROM BID DOCUMENTS WILL BE RECOGNIZED AS LEGITIMATE FIELD CONDITIONS. 18. CONTRACTOR MUST VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND STUDY "AS BUILT" CONDITIONS PRIOR TO BID. CONTRACTOR SHALL INCLUDE IN THEIR BID PRICE THE COST (INCLUDING MATERIAL, LABOR, OVERHEAD, AND PROFIT) OF ALL REQUIRED ITEMS TO SUCCESSFULLY INSTALL ALL ITEMS DESCRIBED OR IMPLIED/REQUIRED TO BE INSTALLED FOR PROVISION OF A COMPLETE FULL COMPLIANT OPERATIONAL SYSTEM. 19. AREAS REQUIRING PARTIAL DEMOLITION OF EXISTING CONDITIONS TO PERFORM WORK SHALL BE REFINISHED, PAINTED AND PATCHED TO MATCH SURROUNDING AREAS. COORDINATE WITH OTHER DISCIPLINES AS REQUIRED. 20. ALL WORK CONTAINED IN THIS DOCUMENTS SHALL BE INCLUDED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 21. CONTRACTOR SHALL MAKE PROVISION FOR REQUEST OF A FIRE WATER FLOW TEST, AND BASE HYDRAULIC CALCULATIONS ON SUCH TEST. 22. WORK TO BE CONCEALED SHALL REMAIN UNCOVERED UNTIL REQUIRED TESTS HAVE BEEN COMPLETED IN PRESENCE OF A/E AND OTHER REQUIRED REPRESENTATIVES. 23. THE SYSTEM SHALL BE HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HOURS CONFORMING TO N.F.P.A.13(07)-10.10.2.2.1 BEFORE FINAL APPROVAL. 24. ALL FIRE SPRINKLER PIPING SHALL BE INSTALLED BY A CERTIFIED LICENSED CONTRACTOR AS PER FLORIDA ADMINISTRATIVE CODE RULE 4A-46 AND STATE STATUTE 489.105(N). 25. CONTRACTOR SHALL OBTAIN FIRE DEPARTMENT PERMIT BASED ON A/E APPROVED SHOP DRAWINGS - WORKING PLANS AS PER N.F.P.A.13(07)-22.1 - PRIOR TO INSTALLATION OF SYSTEM(S). 26. DRAWINGS ARE DIAGRAMMATIC, AND SHOW DESIGN INTENT. CONTRACTOR IS TO COORDINATE SYSTEM LAYOUT WITH EXISTING CONDITIONS AND OTHER DISCIPLINES (MECHANICAL, ELECTRICAL, PLUMBING, ARCHITECTURAL, STRUCTURAL, ETC), TO AVOID CONFLICTS DURING CONSTRUCTION AND FACILITATE ACCESSIBILITY FOR MAINTENANCE. WHERE INTERFERENCE OCCUR, CONTRACTOR SHALL RE-ROUTE PIPING AS REQUIRED. CONTRACTOR SHALL MAKE ALL NECESSARY ALTERATIONS TO SYSTEM LAYOUT DURING THE SHOP DRAWING SUBMITTAL PHASE. ALTERATIONS DUE TO COORDINATION SHALL BE CLEARLY CLOUDED AND LABELED FOR QUICK REFERENCE AND SUBJECT FOR APPROVAL FOR THE A/E TEAM. 27. DRAWINGS INDICATE APPROXIMATE LOCATION OF CEILING MOUNTED DEVICES. COORDINATE WITH ARCHITECTURAL CEILING PLANS. 28. DESIGN INTENT CONSTITUTES THE PROVISION OF COMPLETE SYSTEM, AS INDICATED WITH ALL NECESSARY COMPONENTS AND ACCESSORIES WETHER EXPLICITLY SPECIFIED OR IMPLIED, TO ACHIEVE FULLY OPERATIONAL STATUS. 29. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND EXECUTION OF ALL NECESSARY CHANGES ATTRIBUTABLE TO INSTALLATION OF SUBSTITUTE EQUIPMENT AT NO ADDITIONAL COST TO OWNER. 30. DRAWINGS FROM VARIOUS DISCIPLINES ARE INTERRELATED. WHAT IS REQUIRED IN ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. COMPLEMENTARY COMPONENTS BETWEEN DISCIPLINES, REASONABLY INFERRED AS BEING NECESSARY TO PRODUCE INTENDED RESULT SHALL BE DEEMED PART OF THE CONTRACTORS EXPECTED PERFORMANCE. 31. FIRE PROTECTION CONTRACTOR SHALL PREPARE SHOP DRAWINGS IN CAD FORMAT COMPATIBLE WITH nAUTOCAD" RELEASE 2007. HARD COPIES SHALL BE SUBMITTED, SIGNED & SEALED BY A PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA, TO A/E TEAM FOR REVIEW. CONTRACTOR SHALL MAINTAIN DETAILED AS -BUILT DRAWINGS (UPDATED DAILY) OF WORK PERFORMED ON SITE. PRIOR TO SUBSTANTIAL COMPLETION WALK-THROUGH, CONTRACTOR SHALL PROVIDE CAD AS -BUILT (INCLUDING ISOMETRICS, SECTIONS, ENLARGED PLANS, ETC) TO A/E TEAM ON CD REFLECTING ACTUAL INSTALLATION. 32. WHERE SPRINKLERS ARE LOCATED CLOSER THAN 6' APART, CROSS -BAFFLES SHALL BE PROVIDED MIDWAY BETWEEN SPRINKLERS. ................................................................................................... ............ HUMAN.,: A . . ..................... --------------------- ------ _ ----------- ............. Project HUMANA- ZEPHYRHILLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 In Association with SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 www.sdmcorp.com Key Plan C-1*1 Professional Seals v �v� ERNESTO ALOMA JOSE I. MARTINEZ P.E. 53823 P.E. 53779 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD 1 ADDENDUM 1 2012-07-09 2 ADDENDUM 2 2012-07-19 Drawn by SDM Reviewed by SDM Project No 12.01622.00 Sheet Title: FIRE PROTECTION NOTES AND DETAILS Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number FP1 01 1 2 CONCRET' 1111111111k,01 0 :� O . p . _ d :G . Q O Q _ .Q O .'I , 0 HILTI SLEEVE ANCHOR OR = CONC. CEILING DROP -IN ANCHOR STRUCTURE BAR JOIST OR I -BEAM SPRINKLER PIPING BAR JOIST OR I -BEAM BEAM CLAMP, B-LINE B3054 RO EQUAL 1491�<yF=1L A GALVANIZED ROD WITH WASHERS AND NUTS PIPE HANGER B-LINE B3100 OR EQUAL TYPICAL PIPE MOUNTING DETAIL NO SCALE PIPE SIZES 1" THROUGH 4": ROD SIZE 3/8" PIPE SIZES 5" THROUGH 8": ROD SIZE 1/2" PIPE SIZES 10" THROUGH 12": ROD SIZE 5/8" EXISTING UPRIGHT SPRINKLER HEAD TO BE DEMOLISHED. EXTEND 1" EXISTING FEED LINE TO NEW SPRINKLER HEAD LOCATION (TYP) - NEW RELOCATED PENDENT SEMI -RECESSED SPRINKLER HEAD (TYP) - EXISTING FIRE RISER ROOM. REFER TO REFURBISHMENT NOTE ON THIS SHEET FOR FURTHER INFORMATION EXISTING F.D.C. EXISTING 2" DRAIN - EXISTING FIRE RISER UPRIGHT HEAD 4" UNDER BOTTOM OF DECK FIRE PROTECTION PLAN - LEVEL 1 1 /8" =1'-0" - EXISTING UPRIGHT SPRINKLER HEAD TO BE DEMOLISHED. EXTEND 1" EXISTING FEED LINE TO NEW SPRINKLER HEAD LOCATION (TYP) - NEW RELOCATED PENDENT SEMI -RECESSED SPRINKLER HEAD (TYP) LEGEND AND ABBREVIATIONS --------SP------- EXISTI NEW "RMN URLC EXISTING SPRINKLER PIPING TO REMAIN NEW SPRINKLER PIPING EXISTING UPRIGHT SPRINKLER HEAD TO REMAIN AS IS EXISTING PENDENT SPRINKLER HEAD TO REMAIN AS IS EXISTING PENDENT SPRINKLER HEAD TO BE DEMOLISHED, CAPPED AND ABANDONED EXISTING SPRINKLER HEAD TO BE RELOCATED. EXTEND 1" EXISTING FEED LINE TO NEW SPRINKLER HEAD LOCATION. REPLACE FITTINGS AND DROP AS REQUIRED NEW SPRINKLER HEAD OF THE SAME COVERAGE, RESPONSE AND K-FACTOR AS EXISTING SPRINKLER HEAD ON NEW LOCATION. REPLACE FITTINGS AND DROP AS REQUIRED EXISTING SPRINKLER HEAD TO BE REPLACED WITH NEW SPRINKLER HEAD OF THE RPL SAME COVERAGE, RESPONSE AND K-FACTOR AS EXISTING SPRINKLER HEAD. REPLACE FITTINGS AND DROP AS REQUIRED xa NEW ADDED SPRINKLER HEAD OF THE SAME COVERAGE, RESPONSE AND K-FACTOR N AS EXISTING SPRINKLER HEAD. CONNECT TO CLOSEST BRANCH LINE/CROSS MAIN. COORDINATE WITH ARCHITECT PRIOR TO PURCHASE AND INSTALLATION POINT OF CONNECTION TO EXISTING PIPING EXISTING UPRIGHT HEAD TO BE DEMOLISHED (*) 6'-0" MAX. nI 'LE. RED SEMI -RECESSED PENDENT HEAD DETAIL NO SCALE NOTES: 1. SPRINKLERS IN COMMON AREAS SHALL BE POSITIONED IN CENTER OF CEILING TILE BOTH WAYS. 2. SPRINKLERS IN AREAS OTHER THAN COMMON AREAS SHALL BE POSITIONED AS CLOSE TO CENTER OF CEILING TILE AS POSSIBLE. 3. COORDINATE WITH ARCHITECT FOR TYPE AND FINISH PRIOR TO PURCHASE AND INSTALLATION. (*) IF CEILING STRUCTURE IS OF THE COMBUSTIBLE TYPE (I.E. WOOD TRUSSES), UPRIGHT HEADS MUST REMAIN FIRE PROTECTION REFURBISHMENT NOTE UPON THOROUGH INSPECTION AND TESTING OF THE EXISTING FIRE PROTECTION EQUIPMENT (BACKFLOW PREVENTER, F.D.C., SWITCHES, ETC), CONTRACTOR SHALL REFURBISH THEM TO ALLOW FOR THE FUNCTIONING AND OPERATION OF SAME AS INTENDED IN OUR DESIGN AND AS REQUIRED BY THE PERTINENT N.F.P.A. CHAPTERS/SECTIONS AND AHJ. CONTRACTOR SHALL PROVIDE ALL REQUIRED APPURTENANCES TO ACHIEVE THIS TASK. CONTRACTOR MAY REUSE/KEEP COMPONENTS WHICH ARE IN GOOD WORKING ORDER AND THAT WILL NOT ADVERSELY AFFECT THE OPERATION OF SAID EQUIPMENT. "............................................................................................................................. HUMANAQW: ...'.. j t................................................................................................ ........................: Project H U MANA- ZEPHYRH I LLS, FLORIDA - GUIDANCE CENTER 7920 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 Prepared for HUMANA INC. Contract No: 12.01622.00 HOK One Tampa City Center, Suite 1800 Tampa, FL 33602 USA t +1 813 229 0300 f +1 813 223 7116 FL Reg: AAC001139 All reproduction & intellectual property rights reserved © 2012 In Association with SDM Consulting Engineers MEP Engineer 135 Almeria Ave. Coral Gables, FL 33134 305.446.2788 www.sdmcorp.com Key Plan C' Professional Seals ERNESTO ALOMA JOSE I. MARTINEZ P.E. 53823 P.E. 53779 No. Issue Description YYYY-MM-DD 01 50% CONSTRUCTION DOCUMENTS 06.15.2012 02 BID SET 06.29.2012 03 ISSUE FOR PERMIT 07.27.2012 No. Revision Description YYYY-MM-DD 1 ADDENDUM 1 2012-07-09 2 ADDENDUM 2 2012-07-19 Drawn by SDM Reviewed by SDM Project No 12.01622.00 Sheet Title: LEVEL 1 FIRE PROTECTION PLAN Original drawing is 36 x 24 Do not scale contents of this drawing Sheet Number 11