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CONSTRUCTION RESPONSIBILITY MAT RIX _ LASTUPDATED: 11.26.2018 DAVITA FBO PROVIDED BY INSTALLED BY ITEM REQUIRED VENDORS PRICING OWNER GC OWNER GC STOREFRONT, ALUMINUM DOORS & GLAZING I X X 0 o z DOORS. FRAMES & HARDWARE X X VINYL SHEET FLOORING. LVP FLOORING, SHAW X X X CARPET & WALL BASE j X X INDEPENDENT MOISTURE TESTING IFTI X --- ----- - ---�-- —�- -- `S� --- it i --- ---� � PAINTS &PRIMERS 1�Rvi!•1-VtilLLlAMS X X X ACOUSTICAL CEILING SYSTEMS I I ARMS I RONG X I X X WALL ROTECTION CRANL COMPOSITES X X X z CORNER GUARDS I INPRO CORPOP.A i ION X ' X I X f u_ TOILET ROOM ACCESSORIES FERGUSON X X X j EXTERIOR SIGNAGE I J.L. GEISLER X X s INTERIOR SIGNAGE J.L. GEISLER X X - - GRAPHICS & ARTWORK ENDLESS EDGE X X X CABINETS, COUNTERTOPS & PROCESS CHASE X X MILLWORK SOLID SURFACE MATERIALS & INTEGRAL BOWLS DUPONT CORIAN X X X `- TELEVISIONS I MONITORS & MOUNTING BRACKETS X X FURNITURE OFFICE FURNITURE GROUP X X ->- VARIES w L REFRIGERATORS, FREEZERS DISHWASHER & - X X MICROWAVE z PLUMBING FIXTURES, HARDY: DARE 3, FERGUSON X X ACCESSORIES c WATER HEATERS FERGUSON X I X — - FIRE EXTINGUISHERS & CABINETS FERGUSON I X X --- — ----------- - -- --- Xco FIRE SPRINKLER SYSTEM � � I X Lu— -------- -- - ---- --- ------ ----I — --- —�- ---- t---- I i — ---' w :FIRE ALARM SYSTEM X X X X SECURITY ALARM SYSTEM j MECHANICAL ROOFTOP EQUIPMENT,& CURBS LENNOX i X I ! X i X 7 EXHAUST FANS & SPLIT AIC UNITS X I I X --� MECHANICAL CONTROLS DUCTWORK, AIR TERMINALS, DAMPERS & X X X X ACCESSORIES j I X - X i ELECTRICAL PANELS & DISTRIBUTION EQUIPMENT X X ELECTRICAL RECEPTACLES, DEVICES & WIRING — -- - LIGHTING FIXTURES & CONTROLS ACUITY X X X J LOW -VOLTAGE DISTRIBUTION RACEWAYS X X w ! -- -- -- --� — w I.T. EQUIPMENT, LOW -VOLTAGE DEVICES & WIRiNG X X NURSE -CALL SYSTEM, DEVICES & WIRING X X NOTES: 1. DAVITA MEDICAL GROUP HAS NEGOTIATED PREFERRED PRICING AND SERVICES WITH "REQUIRED VENDORS". GENERAL CONTRACTOR, TO UTILIZE "REQUIRED VENDORS" WHERE INDICATED. SUBSTITUTIONS ARE NOT PERMITTED. 2. ITEMS "PROVIDED BY OWNER" REQUIRE A PURCHASE ORDER DIRECTLY FROM DAVITA MEDICAL GROUP. GENERAL CONTRACTOR TO COORDINATE SCHEDULE AND DELIVERY WITH REQUIRED VENDOR. 3. ITEMS "PROVIDED BY GENERAL CONTRACTOR" ITEMS ARE TO BE ORDERED AND PURCHASED BY GENERAL CONTRACTOR. 4, GENERAL CONTRACTOR RESPONSIBILITY FOR ITEMS "INSTALLED BY OWNER." SHALL INCLUDE COORDINATION OF SCHEDULE AND DELIVERY. 5. GENERAL CONTRACTOR RESPONSIBILITY FOR ITEMS "INSTALLED BY GENERAL CONTRACTOR" SHALL INCLUDE COORDINATION OF SCHEDULE AND DELIVERY, UNLOADING, TEMPORARY STORAGE, INSTALLATION, AND FINAL CONNECTIONS OF THOSE ITC MS. " CONFIRM THE USE OF POSSIBLE PREFERRED SUBCONTRACTORS WITH THE DAVITA MEDICAL GROUP PROJECT MANAGER. CLIENT ARCHITECT 5935 7th street Zephyrhills, FL 33542 VENDOR CONTACT SCHEDULE LAST UPDATED: 11.26.2018 PRODUCT COMPANY CONTACT DAVITA.CUSTOMER@SHAWINC.COM RESILIENT & CARPET FLOORING SHAW (P) 1.888.393.2830 INDEPENDENT MOISTURE TESTING INDEPENDENT FLOOR TESTING & DAVITA.SPEC@IFTI.COM INSPECTION, INC. (IFTI) (P) 1.925.305.2907 PAINTS & PRIMERS SHERWIN-WILLIAMS LOCAL RETAIL STORE WWW.SHERWIN-WILLIAM-.COM/STORE-LOCATOR/ I ACCOUNT MANAGER: RICHARD MAY (P) 484.913.2508 ACOUSTICAL CEILING SYSTEMS ARMSTRONG — - - LOCAL DISTRIBUTOR WWW.ARMSTRONG.COM/COMMCEILINGN A/LOCAl'E.-DIS T R!BUTOR.JSPm WALL PROTECTION I CRANE COMPOSITES JEFF TOLLE DAVITAFRP@CRaNECOMPOSITES.COM (P) 815.274.9125 CORNER GUARDS !!PRO CORDORAT,CN MARK FULLER MFULLER@INPROCORP.COM (P) 800.214.7749 / EXT. 5263 I INTERIOR & EXTERIOR J.L. GEISLER TAMMY KELLY SIGNAGE CORPORATION TAMMY@JLGEISLER.COM (P) 1.586.574.18001 EXT. 101 DAVITA TEAM WISDOM ETHAN HOOD GRAPHICS ETHAN.HOOD@DAVITA.COM SOLID SURFACE MATERIAL & DUPONT CORIAN DAVID JAMISON INTEGRAL BOWLS DAVID.JAMISON@DUPONT.COM (P)1.302.545.1246 FURNITURE OFFICE FURNITURE GROUP, INC KRISTY BANTA KSANTA@OFGINC.COM MARY ARENDASH MARENDASH@OFGINC.COM MECHANICAL ROOFTOP EQUIPMENT & LENNOX BLACKTEAM@LENNOXIND.COM CURBS (P)1.800.367.02851 OPT 1 i OPT 1 / EXT. 6788 i s I ACUITY BRANDS / DAVITA@CEDNATIONALACCOUNTS.COM LIGHTING FIXTURES & CONTROLS CONSOLIDATED ELECTRICAL (P) 1.562.926.7202 DISTRIBUTORS CIRCUITPROVISlONING@DAVITA.COM I.T. EQUIPMENT DAVITA 13. PROVISIONING. PROCUREMENT & CONTRACTS GRAHAM FERGUSON PLUMBING FIXTURES & EQUIPMENT FERGUSON NSCSERVICE@FERGUSON.COM (P)1.855.775.0600 ,j 11-ITY REBATES & INCENTIVES SCHNEIDER ELECTRIC KIERA DALEY KIERA.DALEY@EMS.SCHNEIDER-ELECTRIC.COM (P) 1,480,346.5837 M i I I D E S i G N T ;_���v, MECHANICAL; PLUMEiNG ENGINEER ELECTRICAL ENGINEER STRUCTURAL ENGINEER CLIENT: DAVITA MEDICAL GROUP FIRM: DESIGN STYLES ARCHITECTURE FIRM: GENESIS ENGINEER GROUP, LLC FIRM: GENESIS ENGINEER GROUP, LLC FIRM: HEES & ASSOCIATES, INC. CONTACT: SARAH MILLER CONTACT: SHELLY STRANGE CONTACT: MIKE HANEY CONTACT: MIKE HANEY CONTACT: KARL HEES PROJECT: DMG (FL) - ZEPHYRHILLS ADDRESS: 1708 E COLUMBUS DRIVE ADDRESS: 1000 N. ASHLEY DR. #900 ADDRESS: 1000 N. ASHLEY DR. #900 ADDRESS: 1381 5TH ST ADDRESS: 5935 7th Street Zephyrhills, FL 33542 TAMPA, FL 33605 TAMPA, FL TAMPA, FL SARASOTA, FL 34236 PHONE: (813) 241-6700 PHONE. 813,523.6455 PHONE: 813.523.6455 PHONE: 941.955.4555 CELL: 609.667.8659 CLIENT: JB REALTY PARTNERS CONTACT: SHALONJANES PROJECT: DMG (FL) - ZEPHYRHILLS ADDRESS: 5935 7TH STREET ZEPHYRHILLS, FL 33542 PHONE: 803.581.4222 Ao- &1�2- ti,-ItT c-k& hA e-A-Li 00- f T 1 i L 1:71 -1 r�• REVrLIA, DATE CITY Of ZETr'HY RUMLDIN OFFlCI . ALgOf).,0 Y JA,7 I (i V. PROJECT DATA LOCATION: ZEPHYRHILLS, FL 33542 ; ADDRESS: 59357TH STREET PROJECT TYPE: NEW CONSTRUCTION: NO NO ADDITION: ALTERATION LEVEL: 2. - - — PROJECT --- — -E REMODELING AND RENOVATIONS OF A DESCRIPTION: FORMER OUTPATIENT SURGERY CENTER TC � BECOME A NEW MEDICAL OFFICE f n : , } n.r PLiC,4i3LE ::c,;;ys: 7I 1 6T �017 , H EDITION FLORIDA BUILDING CODE: ACCESSIBILITY I 6TH EDITION 2017 FLORIDA BUILDING CODE: BUILDING 6TH EDITION 2017 FLORIDA BUILDING CODE: EXISTING BUILDING 6TH EDITION 2017 FLORIDA BUILDING CODE: PLUMBING 6TH EDITION 2017 FLORIDA BUILDING CODE: MECHANICAL 6TH EDITION 2017 FLORIDA BUILDING CODE: ENERGY CONSERVATION 6TH EDITION 2017 FLORIDA FIRE PREVENTION CODE FLORIDA SPECIFIC EDITION 2015 NFPA 101 LIFE SAFETY CODE NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS 2011 NFPA 70 - NATIONAL ELECTRIC CODE OCCUPANCY CLASSIFICATION: B BUSINESS RISK CATEGORY — 2 EXPOSURE CATEGORY EXPOSURE B ASCE 7-10 WINDSPEEDS 140 MPH (1609.3(3)) BUILDING INFORMATION CONSTRUCTION TYPE: TYPE IIIB SPRINKLERED: NON-SPINKLERED 2 STORIES (TABLE 504.4) ACTUAL STORIES: 1 STORY LIMIT: HEIGHT LIMIT: 40' (TABLE 504.3) 1 ACTUAL HEIGHT - 8" --- - -_3 130' BUILDING AREA LIMIT: SF (TABLE 506.2)---- 119,000 - TOTAL ACTUAL AREA: 5785 SF GROSS AREA PROJECT LOCATION MAP - NOT TO SCALE PROJECT LOCATION -- SHEET NUMBER SHEET, NAMr--- I E A—., 3 t;S -- COVER SHEET- G001 GENERAL NOTES G002 PARTITION TYPES SPG1 SPEC IF SPG2 _ �SPECiFi•� .- ... `-- _.._��-�_______.-•-.__..�. __ti 15P03 SPE(iL:ia;•��� ____.__.___�.�_ �..�.._- � _.,._._.__�_ _N ^PO4 --!yPECIFICA `t11�.___..____ ' .._� SF 05� t SPECIRCATiON' c �3 S:^-G6 iSPECIFICAT101 ; tSPEC ,P08 _ _ -_� 1 IFICATIOiv SP09 - SPECiFICA T ION LS00 LIFE SAFET';`AND CODE INFORMATION FIRST FL OOR. ! IFE SAFETY PLAN tAD100M _ .f DEMIOLIT:0, :Ss ! C: PLAN gs AD101 , FIRST FLOOR DEMOLITION PLA,1 AD101.R TFIRST FLOOR DEMOLITION CEILING- S - — Al00 SITE PLAN A100.1 SITE FLAN DETAILS FIRST FLOOR NOTES PLAN i A101.A `FIRST n10 _ t FLUOF_DiMENSiON PLAN A. i.R A102 FIRST FLOOR REFLECTED CEILING PL':tr I _ SLAS PLAN A201 EXTERIOR ELEVATIONS - A351 JWAL L SECT10NSWITH DETAILS__ .__ _ Y� A401 ENLARGED PLANS AN__ ._ED —.A A501 ENLARGED DETAILS A6G1 REST ROOM. ENLARGED PLANS AND ELEVATIONS v A652 MILLWORK ELEVATIONS A653 _—MILLWORK ELEVATIONS A654 ---- i'11LLWORK 7ET1siLS A655 iMILL'iVORK S%!-firD 1 F y nE,-,a,_S It1; r� laOO ; n�vD � 1,v:✓uuv S;,tiEJt' ESA'4D D)cT IL LID. - VA800 � 1 FINISH SCHEDULES & ? R:,Ni0idS1TDETAILS RST FLOOR FINISH, PLAN _�._ A901 FURNITURE, FIXTURES & EQUimF41ENT PLAN � J S-001 _]GENERAL NOTES S-101 PLAN � sF55JN5,Ti0N 5-2013 F-C, IOIIiS & DETAIL ;� R001 PLUMBING LEGEND AND NOTES ��- P002 _ PLUMBING SPECIFICATIONS ' PD100 PLUMBING DEMOLITION PLAN °R1Qi PLUMSINGNEWWORKPLAN- GRAVITY --� n, nn „� P.UMB1ti,C_ WEAI V ORK PLAN - PRESSURE P201 'P UMBING RISER GIAGWIAMS P202 PLUMBING RISER DIAGRAMS P301 PLUMBING SCHEDULE P401 PLUMBING DETAILS P402 _ PLUMBING DETAILS 1"J00LEGEND AND NOTES M001 ~� SPECIFICATIONS M101 EXISTING PLAN M102 -�� PROPOSED PLAN V 8$ M301 MECHANICAL SCHEDULES i✓1401 DETAILS M402 L DETAILS _ E000 I ELECTRICAL. LFGE,I ,. NOTES & ABBREVIATIONS ! , 1ELEL' ". •;-.� �Pi�..IF,CA,°�•'�`, .,,�:.:aSC,,�C•S __ _.. s _._.__� ` ,_00' _.._..-�.#�.�.., i - Pi j-;.(lO'•', ,4---_-_,.. .: iii, J _ ,tiYnT:llhf FLOOR P"h�; � ; _--i-. 03 I RENOVA' ION! FLOO PLAN - O`JA"!ON FLOOR Ti j,tV-L':" E'?.uI �� � ELEGT^;1CAL SCHEID"; ES !E302 FIRE ALARM SYSTEM RISER DLA3Rkkl ----v� - E401 Y- ELECTRICAL DETAIL IE402 _ ELECTRICAL DETAILS __�......... 1iGran� d teta! ?U_ i i cl 7C)8 f: o4t1 `t;�°ti Drive TatnpI oa, F orid'c 33Q�Lis p 813 241 6700 i e 13 247 3757 All r--production & intellecius! proper!; rights received 2017 _ r� R ("Ject 5935 7th Street Zephyrhills, 1<°L 33542 Propareu for DAVITA ,fit= 3, ,'! , In Association with: HEES & ASSOCIATES. INC. CONTACT: KARL HFF-S 1381 5 T H ST SARASO 1'A, FL 3436 PHONE 941.955.4555 GENESIS ENGINEER GROUP. LLC CONTACT: MIKE HANEY 1000 N. ASHLEY DR. #900 T AMPA. FL PHONE: e 13.523.6,455 <EER G!R UP, LLC Cr,`JiIKE HANEY 100 ' -i wi,EY DR. #900 TAMPA =HONE c - 15 05 r. 9Q 4 ' 2/10!2018 1 bb()b- 11 22.33 AM N,o. Revision Descr ;%,-, Date —1 _— PERMIT AND B!D SET 12110/2018 a� !U}x+._ ic.i:Rinii JAs'1r+flNilcl<rv.-drv-vssa=_):}:C PRODUCT APPROVALS LEGND Drawn By: WJ Checkers By: SRS COMPONENT I MANUFACTURER FL�CRIDA PRODUCT APPROVAL # I NOA # r -- - - -- - -- --- --- i-r �rI Number: 18180 STOREFRONT WINDOW KAWNEER COMPANY FL7237-R8 PROVIDE BY CONTRACTOR i � j EXiS;ING) . Original r+raWn ;.. scale contents or Sheet Numb- `x a - ABBREVIATIONS AC -AIR CONDITIONING ID -INSIDE DIAMETER / DIMENSION AFF -ABOVE FINISH FLOOR IN -INCH AHU -AIR HANDLER UNIT INCL -INCLUDED / INCLUDING ALT -ALTERNATE INFO-tNFORhAT1ON j ALUM -ALUMINUM INS/-1 -INSULATION APPROX -APPROXIMATE INT -INTERIOR ARCH -ARCHITECTURAL INV -INVERT ACT -ACOUSTICAL CEILING TILE AV -AUDIO VISUAL JAN -JANITOR AVG -AVERAGE JC -JANITOR'S CLOSET JST -JOIST BD -BOARD JT -JOINT BFE -BASE FLOOD ELEVATION BEJ -BRICK EXPANSION JOINT K -KIP (1000LB) BLDG -BUILDING KPL -KICK PLATE BLK -BLOCK KIT -KITCHEN BM -BEAM KO -KNOCKOUT BOT -BOTTOM BRG -BEARING LAB -LABORATORY BLK -BLOCK LB -POUND BRK -BRICK LDG -LANDING BSMT -BASEMENT LAM -LAMINATE, LAMINATION BUR -BUILT-UP ROOFING LAV -LAVATORY LB -POUND CAB -CABINET LF -LINEAR FOOT CAT -CATEGORY LGT -LIGHT CBU -CEMENTATIONS BACKER UNIT LKR -LOCKER CD -CONSTRUCTION DOCUMENTS LN -LINE CEMT-CEMENTITIOUS LVL -LAMINATED VENEER LUMBER CG -CORNER GUARD LGT -LIGHT CIP -CAST IN PLACE MAINT -MAINTENANCE CJ -CONTROL JOINT / CONSTRUCTION JOINT MATL -MATERIAL CL -CENTER LINE MAX -MAXIMUM CLG -CEILING MDF -MEDIUM DENSITY FIBERBOARD CLG HT -CEILING HEIGHT MDO -MEDIUM DENSITY OVERLAY PLYWOOD CLR -CLEAR MECH -MECHANICAL CMU -CONCRETE MASONRY UNIT MEP -MECHANICAL, ELECTRICAL, PLUMBING CNTR -COUNTER MEZZ -MEZZANINE CO-CLEANOUT MFR -MANUFACTURER COL -COLUMN MH -MANHOLE 1 CONC -CONCRETE MIN -MINIMUM CONTT -CONSTRUCT OR CONSTRUCTION MISC-MISCELLANEOUS CONT -CONTINUOUS OR CONTINUES ML DG -MOULDING j CT -CERAMIC TILE 1 COOLING TOWER MM -MILLIMETER CTR ENTER MN. T -MOUNT OR MOUNTING CTSK COUNTERSUNK MO -MASONRY NING j CW -COLD WATER (PIPING) M-: T METAL MULL-iv1ULDON DBL -DOUBLE fb1UNT-MUNTIN DEG -DEGREE DEMO -DEMOLITION N -NORTH DEPT -DEPARTMENT NA -NOT APPLICABLE DET -DETAIL NC -NOISE CRITERIA DF -DRINKING FOUNTAIN NIC -NOT IN CONTRACT DIA -DIAMETER NO -NUMBER DIFF -DIFFUSER NOM-NOMINAL DIM DIMENSION NTS -NOT TO SCALE DISP -DISPENSER # -NUMBER DN -DOWN DO -DOOR OPENING OA -OUTSIDE AIR DR -DOOR OC -ON CENTER DRN -DRAIN OD -OUTSIDE DIAMETER/DIMENSION DS -DOWNSPOUT OFCI -OWNER FURNISHED, CONTR INSTALLED DW -DISHWASHER OF01 -OWNER FURNISHED, OWNER INSTALLED DWG -DRAWING OFF -OFFICE DWR -DRAWER OPNG -OPENING OPP -OPPOSITE (E) -EXISTING OPT -OPTIONAL E -EAST ORD -OVERFLOW ROOF DRAIN EA -EACH OVHD -OVERHEAD EB -EXPANSION BOLT (EXPANSION ANCHOR) EIFS -EXTERIOR INSULATION AND FINISH SYSTEM P -PAINT EJ -EXPANSION JOINT PATD -PAPER TOWEL DISPENSER EL -ELEVATION PB -PUSH BUTTON ELEC -ELECTRICAL PBD -PARTICLEBOARD ELEV -ELEVATOR PC -PRECAST CONCRETE EMERG -EMERGENCY PDF -POWDER DRIVEN FASTENER ENCL -ENCLOSURE PED -PEDESTAL EP -ELECTRICAL PANEL BOARD PERF -PERFORATED EQ -EQUAL PERIM -PERIMETER EQUP -EQUIPMENT PERP -PERPENDICULAR EWC -ELECTRICAL WATER COOLER, PLANT -PLASTIC LAMINAT E EXH -EXHAUST PLA.S -PLASTER EXP JT -EXPANSION JOINT PLBG -PLUMBING EXIST -EXISTING PLF -POUNDS PER LINEAR FOOT EXT -EXTERIOR PLT -PLATE PLYaWD -PLYWOOD FP, -FIRE ALARM PKT -POCKET FB -FACE BRICK PNI_ -PANEL FC -FACE PR -PAIR FD -FLOOR DRAIN PREFAB -PREFABRICATED FDC -FIRE DEPARTMENT CONNECTION PROJ -PROJECT FND -FOUNDATION PSF -FOUNDS PER SQUARE FOOT FE -FIRE EXTINGUISHER PSI -POUNDS PER SQUARE INCH FEC -FIRE EXTINGUISHER CABINET PT -PRESSURE TREATED FF&E -FURNITURE, FINISHES & EQUIPMENT PTD -PAINTED FFEL -FINISH FLOOR ELEVATION PTN -PARTITION FG -FIXED GLASS PTR -PAPER TOWEL RECEPTACLE FHC -FIRE HOSE CABINET FIN -FINISH QT -QUARRY TILE FIN FLR -FINISHED FLOOR QTY-QUANITITY FLR -FLOOR FO -FACE OF (R) -RELOCATED FP -FIRE PROTECTION RA -RETURN AIR FPG -FIREPROOFING RAID -RADIUS FIR -FRAME RB -RESILIENT BASE FT -FEET RCP -REFLECTED CEILING PLAN FRTW -FIRE RETARDANT TREATED WOOD RD -ROOF DRAIN FTG -FOOTING RECPT -RECEPTACLE FURN -FURNITURE REC -RECESS FURR -FURRING REF -REFERENCE FWC -FABRIC WALL COVERING REFR -REFRIGERATOR FWP -FABRIC WRAPPED PANEL REINF -REINFORCING REL -RELOCATE GA -GAUGE REM -REMOVABLE GALV -GALVANIZED REQD -REQUIRED GB -GRAB BAR RESIL -RESILIENT GC -GENERAL CONTRACT(OR) REV -REVISION / REVISED GFCI -GROUND FAULT CIRCUIT INTERRUPTOR RM -ROOM GRC -GLASS FIBER REINFORCED CONCRETE RO -ROUGH OPENING GRG -GLASS FIBER REINFORCED GYPSUM R T D -RATED GL -GLASS RWL -RAIN WATER LEADER GR -GRADE GRID -GROUND S -SOUTH GWB -GYPSUM WALL BOARD SA -SUPPLY AIR SAN -SANITARY HB -HOSE BIB SC -SOLID CORE HC -HOLLOW CORE SCHED -SCHEDULE HCP -HANDICAPPED SCP -SCUPPER HD -HEAD SCRh! -SCREEN HDW -HARDWARE SECT -SECTION HDWD -HARDWOOD SF -SQUARE FEETiFOOT HM -HOLLOW METAL (STEEL FRAME) SHLVS -SHELVES HNDRL -HANDRAIL SHT -SHEET HO -HOLD-OPEN SHWR -SHOWER HORIZ -HORIZONTAL SGD -SLIDING GLASS DOOR HRC -HOSE REEL CABINET SIM -SIMILAR HR -HOUR SND -SANITARY NAPKIN DISPENSER HS -HEAT STRENGTHENED (GLASS) SP -STANDPIPE HSS -HOLLOW STRUCTURAL SECTION SPEC -SPECIFICATIONS j HT -HEIGHT SPR-SPRINKLER HVAC -HEATING, VENTILATING, AIR CONDITIONING SPKR -SPEAKER HW -HOT WATER SO -SQUARE SO IN -SQUARE INCH SS -STAINLESS STEEL STD -STANDARD STL -STEEL STOR -STORAGE STRUCT -STRUCTURAL SUSP -SUSPENDED SYM -SYMMETRICAL T&G -TONGUE AND GROOVE TB -TOWEL BAR TEL -TELEPHONE TEMP -TEMPERED THK -THICK OR THICKNESS THRU -THROUGH TMPD -TEMPERED TOC -TOP OF CONCRETE TOS -TOP OF SLAB 1 TOP OF STRUCTURE TOSTL -TOP OF STEEL TOM -TOP OF MASONARY TPD -TOILET PAPER DISPENSER TV -TELEVISION TYP -TYPICAL UNO -UNLESS NOTED OTHERWISE UR -URINAL VCT -VINYL COMPOSITION TILE VERT -VERTICAL VIF -VERIFY IN FIELD VT -VINYL TILE VTR -VENT THROUGH ROOF VWC -VINYL WALL COVERING W/ -WITH WC -WATER CLOSET WD -WOOD WDW -WINDOW WH -WATER HEATER WL -WIND LOAD 1A110 -WITHOUT WP -WATERPROOF WPM -WATERPROOF MEMBRANE WT -WEIGHT W1N'M -WELDED WIRE MESH DRAWING NAMING CONVENTION PREFIX REFERENCE: • CS = COVER SHEET • G = GENERAL INFORMATION • LS = LIFE SAFETY • AD = ARCHITECTURAL DEMOLITION • A = ARCHITECTURAL • PA = PRODUCT APPROVAL INFORMATION SUFFIX REFERENCE: • ALPHA SUFFIX (DRAWING TYPE - VARIATION) • (NO SUFFIX) = NOTES • .D = DIMENSIONS • R = REFLECTED CEILING PLAN • NUMERIC SUFFIX (CONTINUATION ON MULTIPLE SHEETS) • .1 • .2 • ETC. NUMBER REFERENCE: • 000's - GENERAL INFORMATION • 001's - SITE PLANS • 100's - PLANS • 100 = PLAN NOTES (WHERE APPLICABLE) • 101's = PLANS (THIRD DIGIT IS FLOOR LEVEL) • 200's - ELEVATIONS • 200 = GENERAL EXTERIOR ELEVATION NOTES • 201's = EXTERIOR ELEVATIONS • 250 = INTERIOR ELEVATIONS • 250 = GENERAL INTERIOR ELEVATION NOTES • 251'S = INTERIOR ELEVATIONS • 300's - SECTIONS • 300 = SECTION NOTES • 301's = OVERALL BUILDING SECTIONS • 350's = EXTERIOR WALL SECTIONS • 350 = EXTERIOR WALL SECTION NOTES • 351's = EXTERIOR WALL SECTIONS • 400's - ENLARGED PLANS • 400 = ENLARGED PLAN NOTES • 401's = ENLARGED PLANS • 450's = VERTICAL CIRCULATION • 450 = VERTICAL CIRCULATION NOTES • 451's = ENLARGED PLANS -SECTIONS -DETAILS • 500's - ENLARGED DETAILS • 500 = ENLARGED DETAIL NOTES • 501's = ENLARGED DETAILS (NOT COVERED IN OTHER SECTIONS) • 600's - DOOR AND WINDOW SCHEDULES AND DETAILS • 600 = DOOR AND WINDOW NOTES AND ELEVATIONS • 601's = DOOR AND WINDOW SCHEDULES • 650 = ENLARGED DOOR AND WINDOW NOTES • 651's = ENLARGED DOOR AND WINDOW DETAILS • 700's - RESTROOMS-KITCHENS • 700 = RESTROOM - KITCHEN NOTES • 701's = ENLARGED PLANS -ELEVATIONS -SECTIONS -DETAILS - (MILLWORK REFERENCED TO 750's) • 750'S = MILLWORK • 750 = MILLWORK NOTES • 751'S = MILLWORK PLANS - ELEVATIONS - SECTIONS - DETAILS • 800'S - FINISHES • 800 = FINISHES - MATERIALS - STANDARDS - NOTES • 801's = FINISH PLANS - DETAILS • 850'S = FURNITURE • 850 = FURNITURE NOTES • 851's = FURNITURE PLANS • 900'S - 3D VIEWS GENERAL DRAWING SYMBOLS i i DRAWING REFERENCE SYMBOL REFER TO THIS VIEW i IDENTIFICATION NUMBER 1 REFER TO THIS �01 SHEET NUMBER CATEGORY DISCIPLINE PREFIX EXTERIOR ELEVATIONS ��- INDICATES DIRECTION OF ELEVATION VIEW 1 REFER TO THIS VIEW IDENTIFICATION NUMBER A2 1 REFER TO THIS SHEET NUMBER CATEGORY DISCIPLINE PREFIX INTERIOR ELEVATIONS 1I,-- REFER TO THIS VIEW IDENTIFICATION NUMBER INDICATES DIRECTION OF ELEVATION VIEW 4 <A201 2 REFER TO THIS SHEET NUMBER 3 COLUMN GRID T EFERENCE I \ COLUMN GRID NUMBER - / HORIZONTAL GRID LINES A COLUMN GRID LINES �i COLUMN GRID LETTER - VERTICAL GRID LINES VIEW TITLE BAR VIEW NUMBER TITLE E-'-"- VIEW TITLE 1 VIEW SCALE BUILDING 1 WALL SECTION REFERENCE �- INDICATES DIRECTION OF SECTION VIEW REFER TO THIS VIEW IDENTIFICATION NUMBER � 1 A201 REFER TO THIS SHEET NUMBER CATEGORY DISCIPLINE PREFIX DETAIL REFERENCE REFER TO THIS VIEW IDENTIFICATION NUMBER REFER TO THIS SHEET NUMBER 40 CATEGORY DISCIPLINE PREFIX ------ i i CALL OUT BOX i `-----------' ELEVATION LEVEL REFERENCE GRAPHIC SYMBOLS N �X, TRUE NORTH TAGS � STOREFRONT TAG �� J DOOR TAG GENERAL NOTES i i 1. THE CONTRACTOR SHALL PROVIDE COMPLETE PROJECT SYSTEMS AND COMPONENTS AND COMPLY WITH ALL REQUIREMENTS INDICATED IN THE PROJECT DOCUMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL LOCAL, STATE, AND FEDERAL SAFETY PROGRAMS AND REGULATiONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS, TECHNIQUES OF CONSTRUCTION AND CONSTRUCTiON' SEQUENCING 10 COMPLY WITH ALL OF THE REQUIREMENTS INDICATED IN THE PROJECT DOCUMENTS. 4. THE CONTRACTOR SHALL CONSTRUCT THE BUILDING IN FULL COMPLIANCE WITH ALL APPLICABLE CODES AND BUILDING REGULATiONS AS WELL' THEDRAWINGS AND SPECIFICATIONS. IF A CONFLICT BETWEEN SUCH REQUIREMENTS OCCURS. THE MOST STRINGENT REQUIREMENT(S) k LL GOVERN. 5. ANY CODE DEFECIENCIES IN THE DRAWINGS RECOGNIZED BY THE CONTRACTOR SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION BEFORE BIDDING AND COMMENCEMENT OF WORK. 6. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO FIELD INSPECT THE PROJECT SITE PRIOR TO THE SUBMITTAL OF HIS BID. THE CONTRACTOR SHALL BE FULLY AWARE OF THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION. 7. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE FOR ALL WORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL ,APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL COST TO THE OWNER, 8. GENERAL CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY AND DOCUMENT ALL EXISTING FIELD CONDITIONS. ANY DEVIATIONS FROM THE EXISTING CO1.10iTiGt"; DRAWINGS WILL BE ADDRESSED IMMEDIATELY WITH THE ARCHITECT. 9. PRIOR TO COMMENCING ANY WORK THE GENERAL CONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATION OF ALL UTILITY POINTS OF CONNECTION AND INCLUDE ALL ASSOCIATED WORK SUCH AS REPAIR / REPLACEMENT OF FINISHES WHERE NECCESSARY. 10. ALL TRADES TO BE COORDINATED WITH EACH OTHER AND FULLY INFORMED AND AWARE OF THE WORK OF OTHERS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK CONCERNING PROVISIONS FOR AND INSTALLATION OF EQUIPMENT AS NOTED, 12. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES SUCH AS SANITARY, SEWER, WATER, NATURAL GAS AND ELECTRICAL LOCATIONS. 13. PLUMBING, ELECTRICAL, AND HVAC SUBCONTRACTORS SHALL BE CITY AND STATE LICENSED AS REQUIRED. 14. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF ANY MATERIALS, EQUIPMENT OR DESIGN FEATURES VVHICH HE BELIEVES TO BE INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND OF ANY NECESSARY ITEMS OR WORK OMITTED FR`M THE DRAWINGS. 15. ALL WORK SHOWN ON THE DRAWINGS IS TO BE CONSTRUCTED OF NEW, DEFECT FREE COMPONENTS ONLY, UNLESS SPECIFIED OTHERWWISE, 16. THE INFORMATION ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. ABSOLUTE ACCURACY IS NOT GUARANTEED. AND THE CONTRACTOR SHALL. OBTAIN EXACT LOCATIONS, MEASUREMENTS, LEVELS, ETC. AND SHALL SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CONDITIONS. DO NOT SCALE PRINTS. VERIFY ALL QUESTIONABLE DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK. 17. ITEMS NOTED AS "BY OWNER OR GC" ARE TO BE COORDINATED WITH OWNER AND PURCHASED AND INSTALLED BY CONTRACTOR, 18, CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALL ITEMS, MATERIALS & ASSEMBLIES IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND INSTALLATION GUIDELINES. IF ANY QUESTIONS, DISCREPANCIES OR INCONSISTENCIES ARISE THAT CONFLICT WITH THE DEJiCN DOCUN'ENTS, COONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY. 19, CONTRACTOR SHALL MAINTAIN AN OPERABLE AND READILY AVAILABLE 5L6 ABC FIRE EXTINGUISHER AND SMOKE DETECTORS DUFtiNC DEn'OLi i t A''1 CONSTRUCTION, 20. ALL SMOKE AND FIRE RATED WALLS WILL BE LABELED ABOVE THE CEILING FINISH WITH RED, PAINTtiD STEieCiL=D LETTERING 1DrENTIFViNG THE MALL RATiNr AND STATING "PROTECT ALL PENETRATIONS." STENCILED LABELING WILL OCCUR ON BOTH SIDES OF EACH SMOKE AND FIRE RATED WALL AT N T MCU; E THAN 20 FEET ON CENTER AND ALL WALL TERMINATIONS OR CHANGES IN DIRECTION WILL BE DESIGNATED WITH A VERTICAL LINE. 21. ALL EXISTING MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS NEEDED TO MAINTAIN CONTIN000S O'ERA 'ONS OF THE PACII!, Y. WiI.L BE CAPPED OFF OR REROUTED AS NECESSARY. 22. GENERAL CONTRACTOR WILL SCHEDULE ALL WORK TO AVOID INTERRUPTIONS TO ADJACENT AREA_. ALL D'sSRI)F'TIVE :^/ORK'WI!.L BE SCHEDULED :INC PERFORMED BEFORE OR AFTER NORMAL BUSINESS HOUR. WORK STOPPAGE DUE TO VIBRATIONS, OR THAT DISTURB THE OCCUPANT OF THE FACILI 1 r WILL NOT BE GROUNDS FOR ADDITIONAL CHARGES OR CHANGE ORDERS. 23. CONTRACTOR WILL USE ONLY THOSE ENTRANCES AND PARKING FACILITIES ASSIGNED BY THE BUILDING OWNER FOR SITE ACCESS. ALL MATERIAL DELIVERIES WILL BE SCHEDULED TO MINIMIZE DISRUPTIONS TO THE BUILDING OCCUPANTS. 24. ALL BUILDING SYSTEM SERVICES (IE: WATER, SANITARY, FIRE ALARM, ELECTRIC, ETC...) WILL REMAIN IN OPER.AIGN THROLiGHOU7 CONiSTRUC i iON. ALL NECESSARY INTERRUPTIONS FOR CONNECTION OF NEW WORK WILL BE PERFORMED AFTER NORMAL BUSINESS i k-_,LJ,RS, OR AS ACUREED i 0 r Y C1.:IL['1NC OWNER. ANY REQUIRED INTERRUPTIONS OF SERVICE WILL BE SCHEDULED AND APPROVED BY THE BUILDING OWNER 72 HOURS IN ADVANCE. ALL- CCiS IMPACTS FOR AFTER HOURS WORK WILL BE ANTICIPATED AND INCLUDED IN BID PROPOSAL. 25. ALL SUBCONTRACTORS SHALL USE SKILLED CRAFTSMEN EXPERIENCED IN THE WORK OF THEIR TRADE. ANY WORK NOT EQUAL TO BEST TRADE STANDAPDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE THE COST TO THE SUBCONTRACTOR. 26. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR DISFIGUREMENT, EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. 27. IF SCOPE OF WORK REQUIRES THE REMOVAL OF FIXTURES OR DEVICES, ALL ASSOCIATED WIRE, BOXES, FRAMING AND PIPING NECESSARY TO ALLOW THE COMPLETE INSTALLATION OF NEW FINISHES WILL BE REMOVED .ALSO. 28. MAINTAIN AREAS FREE OF WASTE MATERIALS. DEBRIS, AND RUBBISH ON A DAILY BASIS, MAINTA N THE SITE IN A CLEAN AND ORDERLY CONDITION. REMOVE DEBRIS AND RUBBISH FROM PIPE CHASES, PLENUMS, ATTICS, CRAWL SPACES AND OTHER CLOSED OR REIMOTE SPACES. PRIOR TO ENCLOSING THE SPACE BROOM AND VACUUM CLEAN INTERIOR AREAS PRIOR TO START OF SURFACE FINISHING, AND CONTINUE CLEANING TO ELIMiNATE D!;ST. REMOVE WASTE MATERIALS, DEBRIS, AND RUBBISH FROM SITE WEEKLY AND DISPOSE OFF -SITE. 29. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT THE FIELD DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK OF THE CONTRACT. 30. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND SUBMITTALS FOR ALL DISCIPLINES LISTED WITHIN THE CONSTRUCTION DOCUMENT SET. SHOP DRAWINGS AND / OR SUBMITTALS FOR PRODUCTS, MATERIALS, ASSEMBLIES, AND SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS WILL BE SUBMITTED BY THE GENERAL CONTRACTOR TO THE ARCHITECT PRIOR TO FABRICATION IN ORDER TO VERIFY GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS, SHIP DRAWINGS AND SUBMITTALS MUST BEAR A REVIEW STAMP FROM THE GENERAL CONTRACTOR PRIOR TO BEING SUBMITTED TO THE ARCHITECT. 31. SHOP DRAWING REVIEW WILL NOT RELIEVE ANY PARTY FROM MAINTAINING COMPLIANCE WITH THE CONTRACT DOCUMENTS. 32. IF "SHAFTS/CHASES/DEMISING WALLS" AND STRUCTURAL ELEMENTS ARE ACCIDENTALLY OPENED DURING CONSTRUCTION, CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 33. ALL WORK PERFORMED ON SITE SHALL NOT HINDER THE DAILY WORK PROCESS OF THE SITE. CONTRACTOR SHALL BARRICADE THE CONSTRUCTION AREAS FROM ANY NON -CONSTRUCTION PERSONNEL. 34. ALL EXISTING BUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TO, SHAFTS, EXTERIOR WINDOW SYSTEMS, CORRIDORS, PUBLIC SPACES, FIBER OPTIC SYSTEMS, MECHANICAL, PLUMBING, ELECTRICAL, ETC.. SHALL NOT BE ALTERED WITHOUT THE ARCHITECT AND OWNER'S APPROVAL. 35. CONTRACTOR SHALL MAINTAIN AND PROTECT ALL EXISTING FIRE PENETRATIONS, INCLUDING BUT NOT LIMITED TO CHASE, S! ;AFT, AND DEWSING *WALL LOCATIONS (V.I.F.) 36. SPRINKLER SYSTEM MODIFICATIONS WITHIN PREMISES AND SCHEDULED FREEZING ARE REQUIRED TO BE COORCINATED lWl i H BLIiL01,N IMANAGEVE'%'T FC0ry APPROVAL PRIOR TO WORK PERFORMED BY LICENSED SPRINKLER CONTRACTOR. 37. CABINETRY, APPLIANCES, FIXTURES AND MILLWORK SHALL CONFORM TO ALL APPLICABLE CODES AND EQi_ilptv4F-Nd i LOCATIONS} ARE REQUIRED TO BE FINALIZED AND APPROVED BY ARCHITECT AND INTERIOR DESIGNER. 38. CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALL ITEMS, MATERIALS & ASSEMBLIES IN ACCORDANCE 1,''VIT y rH= t, AitiUF.ACTIiRE kS SPEICIFICATION-S AND INSTALLATION GUIDELINES. IF ANY QUESTIONS, DISCREPANCIES OR INCONSISTENCIES ARISE THAT CONF! ICT WITH THE DESIG:^d COCUPlEidT3. CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING iMMEDIATELY. 39. ALL SUBCONTRACTORS SHALL COORDINATE ALL NEW AND RECONFIGURED LOCATIONS OF FIXTURES AND EQUIPMENT IWI ! H O NEE R'RICR TO INS G4: 40. UPON COMPLETION OF WORK THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES AND WASH THE INSIDE OF ALL kA'iNDOv iS SO T HAT THE SPACE is READY FOR OCCUPANCY BY THE OWNER. THIS INCLUDES BUT IS NOT LIMITED TO VACUUMING, SWEEPING, DUSTING AND REMOVING ALL TRASH AND DEBRIS LEFT FROM CONSTRUCTION. 41. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL FURNISH THE OWNER WITH A CERTIFIED STATEMENT TO THE EFFECT THAT ALL SALES AND USE TAXES DUE TO THE FEDERAL GOVERNMENT, STATE, COUNTY, AND,f OR MUNICIPALITY HAVE BEEN PAID. DEFINITIONS DEFINITIONS: 1. 'TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM SHALL BE PROVIDED FOR EACH OCCURRENCE: OF THE CONDI c1 ,N' NOTED, 2. "SIMILAR" INDICATES COMPLETE SYSTEM AND COMPONENTS SHALL BE PROVIDED COMPARABLE 1*0 THE CHARACTERISTICS FOR THE CON01I-ION NOTED. 3. "AS REQUIRED" INDICATES COMPONENTS REQUIRED TO COMPLETE THE NOTED, SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS, SHALL BE PROVIDED. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION TO ADJACENT MATERIALS. DIMENSIONING A. DIMENSIONS INDICATED ARE TO: 1. THE CENTERLINES OF THE STRUCTURAL GRID 2. STEEL STRUCTURE: ON OR FROM STRUCTURAL GRID LINES 3. FACE OF CONCRETE WALL 4. OUTSIDE FACE OF CMU WALL 5. INTERIOR FRAMED WALLS: PLAN EAST (OR PLAN NORTH) FROM FACE OF STUD - SEE PARTITION TYPES - VLRiFY ORIENTATION OF ASSYMET,r C ?'VA1 i TYPES 6. EXTERIOR FRAMED WALLS: TO OUTSIDE FINISH FACE 7. DOOR AND WINDOW OPENINGS: 1. CMU WALLS: TO ROUGH OPENING 2. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FiMSH FF.;,E OF ,' J?:CENT vVALL T 0 Ii T RiOR F4.CE OF DOORFRAME 3. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR 8. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE B. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: 1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES 2. STRUCTURAL GRID LINES 3. LOAD BEARING CAST -IN -PLACE AND/OR CONCRETE MASONRY UNIT WALLS 4. STEEL STRUCTURE 5. FRAMED WALLS EXTERIOR 6. FRAMED WALLS INTERIOR 7. DOORS AND WINDOWS 8. EXTERIOR GLAZING SYSTEMS 9. INTERIOR GLAZING SYSTEMS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT -UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE FINISHED MATERIAL AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELA T !ONSHIP BE! V? EEN FF C JECT SYSTENIS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. \�l f� S(l desicin STyles architecture /0� Columbus Tampa, Florida 33605 p 813 2.:1 67CK t t 812 2 47 3757 design tvif_b�c cii ec*ure.corr, # AACKY)339 3 All reproduction & intellectual property tights reserved 2017 i Project rw - .a Ct DMG TI) �. H'ii H i d i 5935 7th Street Ze�hy�rhills, FL 33542 Prepared ;.r j In Association wit" HEES & ASSOCIATES, INC, CONTACT' K. RL i REF')' 1.,S 1 5TH S i SAFRASOTA, FL 3-236 PHONE: 9,11.955.4555 GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANNEY 1000 N. ASHLEY DR. #900 TAMPA. FL PHONE. 813.52'?.6455 GENESIS ENGINEER GROUP, LI-C CONTACT: M!KE HANEY 1000 N. ASHLEY DR. #900 TAMPA, FL PHONE: 813.523.6455 PossionA gel A. Pew J. t}ahnrt R # 12/10/2018 15805 11:22:34 AM `io. Revision I;eEcrioti,)n Date i FERIM!TAN D BID SET '12/10/2018 i No. Revision Description Date i I Drawn B,: WJ Checked By: SRS I Project Number 18190 Sleet Tit!e i GP, -: ERA/ NO-jrE5 I i I Original dra,M.ng i124 x 06 D3 not scale contents erawmgj Sheet Nurnber 11 111 11 IN --- -I—s, 1 -- n■ HEAD SECTION LINE OF CEILI PLAN SECTION CONT BEAD 0 RESISTANT SII ALONG BOTTC EDGE OF WAL (BOTH SIDES) BASE; SEE FIN SCHEDULE. BASE; A DIAGONAL BRACING \� 3.5" THICK SOUND ATTENUATING iNSULATION TO EXTEND 48" CN EACH, SIDE OF PARTITION 5/8" THK MOLD & MOISTURE RESISTANT GWB (BOTH SIDES) 3-5/8" OR 6" 20 GA. METAL STUD FRAMING AT 16" O.C. ACOUSTIC INSULATION FULL HEIGHT OF WALL CONT BED OF MOLD RESISTANT SEALANT UNDER CHANNEL FLOOR FINISH, SEE FINSH SCHEDULE G 3-5/8" METAL STUD PARTITION 6" METAL STUD PARTITION HEAD SECTION - ��_ 41- -- DIAGONAL BRACING LINE E OF CEILING �, I�•��;, 3.5" THICK SOUND _ ATTENUATING INSULATION TO EXTEND 48" ON EACH SIDE OF PARTITION ) 3-5/8"OR 6" 20 GA. METAL STUD FRAMING AT 16" O.C. WALL PROTECTION PANEL TO _ HEIGHT AS NOTED ON ROOM FINISH SCHEDULE i ' Sl$" THK MOLD & MOISTURE RESISTANT GWB (BOTH SIDES) I PLAN SECTION 5/8" THK. MOISTURE & MOLD RESISTANT DENSGLASS BD TO MIN 42" AFF ON WALLS WJ WP - TO 48" AFF WHERE WP EXTENDS FULL HEIGHT OF WALL CL ACOUSTIC INSULATION FULL HEIGHT OF WALL 3: CONT BEAD OF MOLD _ RESISTANT SILICONE SEALANT "T J @ JOINT BTW WP & BASE U- CONT BED OF MOLD RESISTANT IN U SEALANT UNDER CHANNEL -,I BASE SECTION FLOOR FINISH, SEE FINSH SCHEDULE CONT BEAD OF MOLD RESIST. SILICONE ALONG BOTTOM EDGE �P2 3-5/8" METAL STUD PARTITION OF WALL BD (BOTH SIDES) - USE UL RATED SEALANT AT FIRE <P2.1i 3-5l8"METAL S"i UC PARTITION.RATED ASSEMBLIES DENSGLASS BD AT BOTH SIDES ` P2A> 6" METAL STUD PARTITION EXIST. /- \ \ STUD HEAD SECTION DIAGONAL BRACING LINE OF CEILING �' 3.5" THICK SOUND I I' ATTENUATING INSULATION TO EXTEND 48" CN EACH SIDE OF PARTITION 6" EXISTING STUD FRAMING � 4" i I WALL PROTECTION PANEL TO 1 HEIGHT WHERE NOTED ON / u ROOM FINISH SCHEDULE 5/8" THK MOLD & MOISTURE RESISTANT GWB (BOTH SIDES) PLAN SECTION 5/8" THK. MOISTURE & MOLD RESISTANT DENSGLASS BD TO MIN 42" AFF ON WALLS WJ WP - TO 48" AFF WHERE WP EXTENDS FULL HEIGHT OF WALL a ACOUSTIC INSULATION FULL HEIGHT OF WALL CONT BEAD OF MOLD _ RESISTANT SILICONE SEALANT U`3 J I @ JOINT BTW WP & BASE u- Z) Q CONT BED OF MOLD RESISTANT cal UL SEALANT UNDER CHANNEL �r u. Q � BASE SECTION oo I FLOOR FINISH, SEE FINSH SCHEDULE CONT BEAD OF MOLD RESIST. P3 SILICONE ALONG BOTTOM EDGE 6" EXISTING STUD PARTITION OF WALL BD (BOTH SIDES) - USE UL RATED SEALANT AT FIRE RATED ASSEMBLIES EXIST. 41 /8" EXIST. 41 /8" EXIST. \ / - WALL F3 WALL F3 \ STUD EXIST. ROOF DECK _ EXIST. ROOF DECK v �-7 D0011 (� HEAD SECTION -- -- DIAGONAL BRACING / \ HEAD SECTION _ - - - - - - - HEAD SECTION00< - -xm - - i LINE OF CEILING LINE OF CEILING LINE OF CEILING j CI 3.5" THICK SOUND / - C" ATTENUATING INSULATION V TO EXTEND 48" ON EACH -T < / / ASIDE OF PARTITION Z / WALL PROTECTION PANEL TO - 6" EXISTING STUD / / /� HEIGHT AS NOTED ON ROOM FRAMING " ja /// FINISH SCHEDULE EXISTING CMU WALL. EXISTING CMU WALL AND EFTS AND EFTS WALL PROTECTION PANEL TO HEIGHT AS NOTED ON ROOM I � / / / 5/8" THK MOISTURE & MOLD / // / RESISTANT GWB ii. FINISH SCHEDULE 5/8" THK MOIST URE & MOLD / / //� RESISTANT GWB y / / PLAN SECTION 5/8" THK. MOISTURE & MOLD .11 518 THK MOLD & MOISTURE PLAN SECTION / � RESISTANT GWB (BOTH SIDES) I �y / j J / / RESISTANT DENSGLASS BD TO / MIN 42 AFF ON WALLS WJ WP I, 1" POLYSTYRENE INSULATION T/ TO 48" AFF WHERE WP PLAN SECTION I1� EXTENDS FULL HEIGHT OF WALL I,H. 21/2 METAL STUD WI 1 POLYSTYRENE INSULATION 21/2" MINERAL WOOL INSULATION j TO UJS OF ROOF DECK 1 5J8"METAL STUD Wi' 1" / / % 1 1/2" MINERAL WOOL INSULATION / CONT BEAD OF MOLD % / RESISTANT SILICONE SEALANT TO UJS OF ROOF DECK b ACOUSTIC INSULATION @ JOINT BTW WP & BASE / / COST BEAD OF MOLD FULL HEIGHT OF WALL / RESISTANT SILICONE SEALANT CONT BED OF MOLD RESISTANT @ JOINT BTW WP & BASE CONT BEAD OF MOLD > SEALANT UNDER CHANNEL CONT BED OF MOLD RESISTANT RESISTANT SILICONE SEALANT SEALANT UNDER CHANNEL @ JOINT BTW WP & BASE EX. CONCRETE SLAB BASE SECTION 1 BASE SECTION 1' EX. CONCRETE SLAB FLOOR FINISH, SEE / ° < a° Q G< BASE SECTION � • ° FINSH SCHEDULE L ° d e eG. - _ - —pc.n. e ; a e ° CONT BEAD OF MOLD RESIST. CONT BEAD OF MOLD RESIST. CONT BEAD OF MOLD RESIST. SILICONE ALONG BOTTOM EDGE SILICONE ALONG BOTTOM EDGE SIL ICONE CONE ALONG BOTTOM EDGE - E OF WALL BD BOTH SIDES - USE OF WALL BD BOTH SIDES USE (BOTH 11 n , 11 F F4 P5 , 3 EXISTINGST D PARTITION EXISTING 1� O o U OF Wr>,�L BD (BOTH SIDES) -USE O EXISTING 7-5/8 CMU UL RATED SEALANT AT FIRE O EXIS !NC 7-5J8 CMU l,� RATED SEALANT AT FIRE UL RATED SEALANT AT FIRE RATED ASSEMBLIES RATED ASSEMBLIES RATED ASSEMBLIES CONTRACTOR TO VERIFY EXISTING EXTERIOR WALLS HAVE MINIMUM 1" CONTRACTOR TO VERIFY EXISTING EXTERIOR WALLS HAVE MINIMUM V POLYSTYRENE INSULATION, 2 1/2" MET AL STUD AND MINERAL WOOL POLYSTYRENE INSULATION, 21/2" METAL STUD AND MINERAL WOOL INSULATION WITH 5/8" GYPSUM BOARD. IF CURRENT CONSTRUCTION INSULATION WITH 5/8" GYPSUM BOARD. IF CURRENT CONSTRUCTION DOES NOT COMPLY, EXISTING FURRING TO BE DEMOLISHED AND DOES NOT COMPLY, EXISTING FURRING TO BE DEMOLISHED AND REPLACED PER DETAIL F3 REPLACED PER DETAIL F4 HEAD SECTION I� LINE OF CEILING v x LL PLAN SECTION BASE SECTION P4 6" EXISTING STUD PARTITION HEAD SECTION - - - PLAN SECTION ea- -•9-°° deg-_ °�- b io DIAGONAL BRACING 3.5" THICK SOUND ATTENUATING INSULATION TO EXTEND 48" ON EACH SIDE OF PARTITION 6" EXISTING STUD FRAMING REGIONAL WALL MATERIAL (RW-1) ON LEVEL 4 GYP. BD. FINISH - SEE MATERIAL SCHEDULE 5/8" THK MOLD & MOISTURE RESISTANT GWB 5/8" THK. FTD PLYWOOD �--- ACOUSTIC INSULATION FULL HEIGHT OF WALL �-- CONT BEAD OF MOLD RESISTANT SILICONE SEALANT @ JOINT BTW WP & BASE �---- CONT BED OF MOLD RESISTANT SEALANT UNDER CHANNEL ,--- FLOOR FINISH, SEE FINSH SCHEDULE ---- CONT BEAD OF MOLD RESIST. SILICONE ALONG BOTTOM EDGE OF WALL BD (BOTH SIDES) - USE UL RATED SEALANT AT FIRE RATED ASSEMBLIES 114" F2 EXISTING 7-5/8" CMU EXIST. ROOF STRUCTURE ' SINE OF CEILING 3.5" THICK SOUND ATTENUATING INSULATION TO EXTEND 48" INSIDE OF PARTITION — EXISTING CMU WALL 5/8" THK MOISTURE & MOLD RESISTANT GWB 15/8" METAL STUD CONT BEAD OF MOLD RESISTANT SILICONE SEALANT @ JOINT BTW WP & BASE CONT BED OF MOLD RESISTANT SEALANT UNDER CHANNEL EX. CONCRETE SLAB .G ° °• ° G° ° a ea q• e CONT BEAD OF MOLD RESIST. SILICONE ALONG BOTTOM EDGE OF WALL BD (BOTH SIDES) - USE UL RATED SEALANT AT FIRE RATED ASSEMBLIES PARTITION LEGEND: CATEGORY TYPE VARIATION P4A CATEG RY: TYPE: VA,RL�;tION; P - PARTITION i - NUMBER "'PE A - ALPHA DESIGNATION F - FURRING VVA.i.L W;TH!N CATEGORY FOR VARIATION C - CHASE WALL S - SHAFT M - MASONARY H - HORiZATICNAL PARTITION PRIORITY: PRIORITY-1 : 2-HOUR FIRE RATED PARTITION PRIORITY - 2 : 1-HOUR FIRE RATED MASONRY WALL PRIORITY- 3: 1-HOUR FIRE RATED PARTITION PRIORITY - 4 : NON -RATED PARTITION LOWER PRIORITY WALL TERMINATES !NTO HIGHER RATED PRIORITY AALLS FOR MULTI -LAYERED GYP BD CONSTRUCTION, ALWAYS LAP AT CORNERS. PARTITION NOTES: 1. IN ANY ROOMS GWB WALL TO RECEIVE WALL PROTECTION TO BE REPLACED WITH MOISTURE AND MOLD RESISTANT GLASS MATT BOARD. BUILDING ENVELOPE INSULATION NOTES: 1. CONTRACTOR'f0 SUPPLEMENT EXISTING CEILING C AVIT-Y INSULATICN TC IMIEET N11NIN11oM 30 R VALUE. PROVIDE AIR BARRIER RE7AEEN ;NSULATION AN.' CEILI 2. 1/- [ 1V71 LI 11 n' I0 LT' fi I(•41 h 4 ,^I U�1NTP,AC-I'OR TO VERII Y � 4A; ,. !Id•�! ILAT�vId TO fV'r _ � �,11P:1!�ltlt`I! 19 ti bh,:UE STUD CHANNEL SEALANT BED HEAL' SECTION PLAN SECTION CHANNEL SHiOWN i 1 IiVVEIZ 1 ED FOR CLARITY i APPLY (3) CONTINCUS BEADS C'F MELD & MI01ST'J°E ><FcISTAN:T SEALANT TC, THE PACT, OF &1CH':14ALL TACK CHANNEL('i) U. �F SEALANT r EACH EDGE & (1) SERPENTINE LINE OF SEALANT ALONG THE MIDDLE PRIOR TO INSTALLATION DIAGONAL BRACING LINE OF'_EfL!,d:` ' To EX E: D 48' "NS1110-11 OF PARTITION �01 ,.. 4i=TRL STUD FRAlviiNG AT 16" O.C. 5/8" THK. MOLD & MOISTURE G� y y'ii i' RESISTANT GYP BD (ONE SIDE) ACOUSTICINSULATION FULL HEIGHT 0 BALL \- �- ---- BASE; SEE FINISH / SCHEDULE. CONT BED OF ib10LD IIESiSTANT 1 SEALANT UNDER CHANNEL --- CONT SFAD OF M0 ': R E•S,STAN i ,,,-- SILICONE ALONG BOTTCPv1 EDGE OF I-dALL BE; (SOT H SIDES) BASE SECTION- — FLOOR FINISH, SEE FiNSH SCHEDULE dp �F� 3 ST" META! SY D PARTITIOON 1,N0H 1"JOG Cv?,N. •, t'.'tNFRA: L sNS{'";TIOv i lF•'A} .L 3 ,„I�,, LRAL'tA3 'iNSUrLA iu", F1R; 5i8'L,�1. >iJLN ,F. I.h;llr I�^�, FULL THICKNESS `+1 i i j1 f' design styles rur T Cif ! ipka, IF! o Ills t 3 _36(,15 p 813 241 ,,, 0 f 313 247 3757 designstylesatrchftecture cam #A, A.0'00 zy31 All reproduction & inzeliectuai ;,,roperly rights reseived 2017 Project D a%-;'t I.C. a DMG , LI .. ZEPHYRH I LLG 5935 7th Street Zeonh.rrhills, FL 3 542 Prepared or URVITA INIELDrIt. A G"`s2 UP in Associaiio v.;t n: HEES & ASSOCIATES, INC. CONTACT: KARL HEES 1381 5TH ST SARASOTA.FL14235 PHONE: 941.955,455-5 GENESIS ENGINEER L Px 0UP. LLC CONTACT: MIKE HANEY 1000 N. ASHLEY DR. #900 TAMPA, FL PHONE: 813,523,6455 GENESIS ENGINEER Gig:' U= _I.0 CONTACT: MIKE HANEY 1000 N. ASHLEY DR. #900 TAMPA, FL PHONE: 813.523.6455 INN r' Pa`ot��rrdi-�a1 I:x -.01 I �Z Al re w J. �, #" 12/10/2018 15805 11:22:37 AM No. Revision Deswroticn Date F'ERNI T-Ail D S'C SET-1210,12018- No. Revision Description Date Drawn By: WJ C:hecked By: SRS Project Number. 181 a 1 Sheet Title PARTMON TYPES PARTITION TYPES 1 1/2 1 0 Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number I I !' I I 11 11 I__-i s I 1! $I §_ A SECTION 01 1000 - SUMMARY 1.1 PROJECT CONSISTS OF CONSTRUCTION OF A NEW MEDICAL OFFICE USE. 1.2 GENERAL CONTRACTOR SHALL HAVE FULL USE OF PREMISES FOR CONSTRUCTION OPERATIONS DURING CONSTRUCTION PERIOD. A. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH ALL LOCAL AUTHORITY'S REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PERFORMANCE OF ANY'NOISY OR DISTURBING' CONSTRUCTION TECHNIQUES OR PROCEDURES DURING HOURS PERMITTED BY THE BUILDING MANAGEMENT, SAFETY PROCEDURES AND OPERATION OF GAS POWERED EQUIPMENT. R THE CONTRACTOR SHALL COOPERATE VVITH THE LANDLORD AND TENANTS OF ADJACENT SPACES IN SCHEDULING WORK IN ORDER TO CAUSE THE LEAST INCONVENIENCE TO PERSONNEL AND PROPERTY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SECURITY REQUIRED WHILE WORKING IN ADJACENT SPACES, 1.3 CODES AND STANDARDS: ALL WORK, MATERIALS, AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH ALL ORDINANCES STATE AND LOCAL BUILDING CODES. 1.4 CONTRACT DOCUMENTS: A. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL BE HELD TO PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR THE ENTIRE COMPLETION OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS AND REASONABLY IMPLIED THERE FROM TO PRODUCE THE INTENDED RESULTS. B. IN THE EVENT OF INCONSISTENCIES WITHIN OR BETWEEN CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK, AND SHALL COMPLY WITH THE MORE STRICT MEANINGS, C. IF THE CONTRACTOR FINDS ANY PERCEIVED CONFLICT, ERROR, OMISSION OR DISCREPANCY ON OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR ANY OF THE CONTRACT DOCUMENTS, THE CONTRACTOR, BEFORE PROCEEDING WITH THE WORK, SHALL CONTACT THE OWNER'S REPRESENTATIVE AND PROJECT ARCHITECT FOR AN INTERPRETATION OR CLARIFICATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CORRECTIONS REQUIRED IF WORK PROCEEDS WITHOUT THE CONSTRUCTION MANAGERS RESPONSE. 1.5 THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE AND THE LANDLORD AS REQUIRED FOR TRASH REMOVAL. SECTION 011100 - FURNISHED BY OWNER (FBO) PROGRAM 1.1 SUMMARY A. THIS SECTION DESCRIBES, IN GENERAL, OWNER AND CONTRACTOR REQUIREMENTS FOR THOSE !TEMS THAT ARE PURCHASED AND FURNISHED BY THE OWNER AND ITEMS THAT ARE TO BE PURCHASED BY THE CONTRACTOR WITH NEGOTIATED FIXED PRICING THROUGH THE "FBO PROGRAM" AND RELATED !TEMS OF WORK NECESSARY FOR THE COMPLETE PROJECT INDICATED BY THE CONSTRUCTION DOCUMENTS. B. RELATED REQUIREMENTS: SECTION 013300E SUBMITTAL PROCEDURES 1.2 GENERAL A. THE VENDORS LISTED iN THE FOLLOWING SECTIONS ARE ON THE DAVITA MEDICAL GROUP "FBO PROGRAM". STRICT ADHERENCE TO THE PROCEDURES OF THIS SPEC!FICATiON SECTION AND THE PROGRAM MUST BE MAINTAINED WITH RESPECT TO THESE SPECIFIC PRODUCT, !N ORDER TO MEET DAVITA MEDICAL GROURS GOALS AND TARGET VOLUMteS. 8, DAVITA MEDICAL GROUP HAS WORKED DILIGENTLY TO NEGOTIATE VOLUME PRICING FROM THESE NATIONAL VENDORS. THE NEGOTIATED PRICING IS BASED ON AN ANTICIPATED VOLUME OF PRCDUCT TO BE PURCHASED BY DAVITA AND/OR ITS CONTRACTORS ON AN ANNUAL BASIS, THE DISCOUNTED PRICING TO DAVITA IS ACHIEVED THROUGH, ONE OR A COMBINATION OF THE FOLLOWING METHODS. 1. NEGOTIATED FIXED/DISCOUNTED PRICING FOR PRODUCTS AT START OF PROGRAM FOR A FIXED PERIOD OF YEARS. 2. DISCOUNTED PRICING FOR A FIXED PERIOD OF YEARS WHEN PREDETERMINED VOLUMES AT MET. 3. REBATES/REFUNDS ISSUED TO DAVITA CORPORATE WHEN PREDETERMINED VOLUMES ARE MET. C. DEPENDING ON THE MATERIAL OR VENDOR, ONE OF THE FOLLOWING APPROACHES WILL APPLY, 1. DAVITA MEDICAL GROUP PM/PROCUREMENT TO SUMMIT PURCHASE ORDERS DIRECTLY TO THE VENDOR TO OBTAIN PREFERRED NATIONAL PRICING FOR MATERIALS AND POTENTIALLY LABOR. OWNER. FURNISHED MATERIAL IS TO BE COORDINATED BY THE GENERAL CONTRACTOR WITH THE CONSTRUCTION SCHEDULE FOR INSTALLATION BY THE CONTRACTOR OR NATIONAL (FBO) VENDOR FORCES. 2. GENERAL CONTRACTOR TO SECURE DAVITA MEDICAL GROUP NATIONAL PREFERRED PRICING AND INCLUDE THE COST OF THE MATERIAL AND INSTALLATION IN THEIR BID, MATERIAL PRICES SHOULD REFLECT DAVITA MEDICAL GROUP NEGOTIATED NATIONAL PRICES PER THE FBO PROGRAM. 3. GENERAL CONTRACTOR TO SOLICIT BIDS FROM VENDOR CERTIFIED SUBCONTRACTORS WHO SHALL PREPARE QUANTITY TAKE- OFFS AND SUBMIT PURCHASE ORDERS DIRECTLY TO THE VENDOR. SUBCONTRACTOR BID SHALL PROVIDE SEPARATE MATERIAL AND LABOR COST TO THE GENERAL CONTRACTOR FOR INCLUSION IN THE GENERAL CONTRACTORS BID PROPOSAL. E. INTENT OF PROGRAM: THE INTENT OF THIS SPECIFICATION SECTION (FBO PROGRAM) IS THAT THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION ALL PRODUCTS/ MATERIALS INCORPORATED INTO THE PROJECT SCOPE. THE GENERAL CONTRACTOR IS TO HAVE FULL RESPONSIBILITY FOR COORDINATION OF ALL PRODUCTS AND MATERIALS WHETHER PURCHASED BY DAVITA MEDICAL GROUP, THE CONTRACTOR OR THEIR SUBCONTRACTORS TO ASSURE FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR, BUT NOT LIMITED TO THE FOLLOWING: 1. COORDINATE WITH DAVITA MEDICAL GROUP PM OR PROCUREMENT SPECIALIST AND/OR DAVITA MEDICAL GROUP FURNISHED BY OWNER PROGRAM (FBO) CONTACT, THE TIMELY PLACEMENT OF MATERIAU PRODUCT ORDERS SO THAT THE PROJECT SCHEDULE CAN BE MAINTAINED. 2. COORDINATE WITH THE VENDOR PROJECT SCHEDULE AND DELIVERY DATES. GENERAL CONTRACTOR TO COORDINATE AND ASSURE TIMELY DELIVERY AND INSTALLATION OF PRODUCT/ MATERIAL, TO CONFORM TO THE PROJECT SCHEDULE. 3. ACCEPT DELIVERY AND UNLOAD MATERIAL AT PROJECT SITE. 4. INVENTORY MATERIAL AT TIME OF DELIVERY TO VERIFY THAT SHIPMENT IS COMPLETE WITH SHIPPING BILL, REPORT ANY MISSING PRODUCT IMMEDIATELY TO VENDOR AND DAVITA MEDICAL GROUP PM. 5. INSPECT MATERIAUPRODUCT FOR DAMAGE AT TIME OF DELIVERY, REPORT ANY DAMAGE IMMEDIATELY TO VENDOR AND DAVITA MEDICAL GROUP PM. 6. SOLICIT AND ASSURE SUBCONTRACTORS UTILIZED FOR THE PROJECT ACQUIRE MANUFACTURER TRAINING AND MAINTAIN CERTIFICATIONS FOR THE PROPER INSTALLATION OF PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND TO MAINTAIN THE MANUFACTURER'S WARRANTY ON BEHALF OF DAVITA MEDICAL GROUP. 7. STORE PRODUCT IN A SAFE AND SECURE AREA AND PREVENT THEFT OR DAMAGE. 8. MAKE TIMELY PAYMENT TO VENDORS FOR PRODUCTS/ NI ATER!ALS NOT DIRECTLY Y PURCHASED BY DAVITA MEDICAL GROUP. 9. COORDINATE PROJECT CLOSEOUT DOCUMENTS, PUNCH LIST AND CORRECTIVE "NORK. 10. GENERAL CONTRACTOR TO COORDINATE ANY AND ALL WARRANTS ITEMS V;;TH DAVITA MEDICAL GROUP PM AND VENDOR, IRRESPECTIVE IF WARRANTY !TEM IS A LABOR AND/OR MATERIAL DEFECT. 1.3 OWNER (DAVITA MEDICAL GROUP) PURCHASED, SUPPLIED AND INSTALLED - COORDINATED BY GENERAL CONTRACTOR OF DAVITA MEDICAL GROUP VENDORS MATERIALS/ PRODUCTS A. ITEMS IN THIS SECTION ARE ORDERED AND PURCHASED DIRECTLY BY DAVITA MEDICAL GROUP. B. OWNER/DAVITA MEDICAL GROUP RESPONSIBILITIES: 1. DAVITA MEDiCAL GROUP PM! PROCUREMENT TO SUN'AT PURCHASE ORDERS DIRECTLY TO THE VENDOR FOR PREFERRED N.AT!UNAL PRICING FOR MATERIALS AND LABOR. fU INSiALL. 2. DAVITA MEDICAL GROUP PM TO COORDINATE WITH THE GENERAL CONTRACTOR ANY ISSUES WITH ORDERS OR SCHEDULE, C. GENERAL CONTRACTOR RESPONSIBILITIES: 1. COORDINATE WITH DAVITA MEDICAL GROUP PM ANY ISSUES WITH THE ORDER OR PROJECT SCHEDULE. 2. COORDINATE WITH THE VENDOR PROJECT SCHEDULE AND DELIVERY DATES. GENERAL CONTRACTOR TO COORDINATE AND ASSURE TIMELY DELIVERY AND INSTALLATION OF PRODUCT( MATERIAL, TO CONFORM TO THE PROJECT SCHEDULE. 3. ACCEPT DELIVERY AND UNLOAD MATERIAL AT PROJECT SITE, AS REQUIRED BY DAVITA MEDICAL GROUP PROJECT MANAGER. D. THE FOLLOWING MATERIALS! PRODUCTS ARE TO BE PROCURED AND INSTALLED THROUGH THIS PROCEDURE: 1. ROLLER SHADES 2. EXTERIOR SIGNAGE 3. TELEVISIONS, MONITORS, AND BRACKETS 4. FURNITURE D. SEE COVER SHEET FOR RESPONSIBILITY MATRIXAND VENDOR CONTACT SCHEDULE. 1.4 OWNER (DAVITA MEDICAL GROUP) PURCHASED AND SUPPLIED MATERIALS/ PRODUCTS - GC COORDINATION AND INSTALLED A. ITEMS IN THIS SECTION ARE ORDERED AND PURCHASED DIRECTLY BY DAVITA MEDICAL GROUP WITH THE COORDINATION AND INSTALLATION BY THE GENERAL CONTRACTOR. B. OWNER/ DAVITA MEDICAL GROUP RESPONSIBILITIES: 1. DAVITA MEDICAL GROUP PMI PROCUREMENT TO SUBMIT PURCHASE ORDERS DIRECTLY TO THE VENDOR FOR PREFERRED NATIONAL PRICING FOR MATERIALS OR PRODUCTS. 2. DAVITA MEDICAL GROUP PM TO COORDINATE VJITH THE GENERAL CONTRACTOR ANY ISSUES WITH ORDERS OR SCHEDULE. C. GENERAL CONTRACTOR RESPONSIBILITIES: 1. SOLICIT BIDS FROM SUBCONTRACTORS TO INSTALL "FBO PROGRAM" MATERIALS/ PRODUCTS. PRICE TO BE A SEPARATE LINE ITEM ON THE BID FORM. 2. COORDINATE WITH DAVITA MEDICAL GROUP PM ANY ISSUES WITH THE ORDER OR PROJECT SCHEDULE. 3. COORDINATE WITH VENDOR PROJECT SCHEDULE AND DELIVERY DATES. GENERAL CONTRACTOR TO COORDINATE AND ASSURE TIMELY DELIVERY AND INSTALLATION OF PRODUCT/ MATERIAL, TO CONFORM TO THE PROJECT SCHEDULE. 4. ACCEPT DELIVERY AND UNLOAD MATERIAL/ PRODUCT AT PROJECT SITE. 5. INVENTORY MATERIAL AT TIME OF DELIVERY TO VERIFY THAT SHIPMENT IS COMPLETE WITH SHIPPING BILL, REPORT ANY MISSING PRODUCT IMMEDIATELY TO VENDOR AND DAVITA MEDICAL GROUP PM. 6. INSPECT MATERIAL/ PRODUCT FOR DAMAGE AT TIME OF DELIVERY, REPORT ANY DAMAGE IMMEDIATELY TO VENDOR AND DAVITA MEDICAL GROUP PM. 7. STORE MATERIALS/ PRODUCTS IN A SAFE AND SECURE AREA AND PREVENT THEFT OR DAMAGE. 8. COORDINATE PROJECT CLOSE OUT DOCUMENTS, PUNCH LIST AND CORRECTIVE WORK. 9. COORDINATE ANY WARRANTY ITEMS WITH VENDOR, SUBCONTRACTOR AND DAVITA MEDICAL GROUP PM. D. T HE FOLLOWING MATERIALS/ PRODUCTS ARE TO BE PROCURED AND INSTALLED THOUGH THIS PROCEDURE. 1. DOORS, FRAMES, AND HARDWARE 2. INTERIOR SIGNAGE 3. APPLIANCES 4. LIGHT FIXTURES 5. LIGHTING CONTROLS 6. ART WORKJSTRETCHINGS. SEE COVER SHEET FOR RESPONSISILiT`( MATRIX AND VENDOR CONTACT SCHEDULE. SECTION 011100 - FURNISHED BY DOWNER (FBO) PROGRAM (CONTINUED) 1.5 GENERAL CONTRACTOR TO PURCHASE AND INSTALL "REQUIRED VENDOR PROGRAM" MATERIAL/ PRODUCT D, GENERAL CONTRACTOR TO SECURE DAVITA MEDICAL GROUP NATIONAL PREFERRED PRICING AND INCLUDED THE COST OF THE MATERIAL AND INSTALLATION IN THEIR BID. BID PRICES TO BE PROVIDED WITH A SEPARATE LINE ITEMS IDENTIFIED ON THE BID FORM FOR MATERIAL/ PRODUCT AND A SEPARATE PRICE FOR INSTALLATION. E. OWNER (DAVITA MEDICAL GROUP) RESPONSIBILITIES 1. DAVITA MEDICAL GROUP PM TO COORDINATE WITH THE GENERAL CONTRACTOR ANY ISSUES WITH ORDERS OR SCHEDULE. C GENERAL CONTRACTOR RESPONSIBILITIES: 1. CONTACT NATIONAL VENDOR TO OBTAIN NATIONAL PREFERRED PRICING FOR THE FBO MATERIAL/ PRODUCT. PRICE TO BE A SEPARATE LINE ITEM ON THE BID FORM. 2. SOLICIT BIDS FROM SUBCONTRACTORS TO INSTALL FBO MATERIALS/ PRODUCTS. PRICE TO BE A SEPARATE LINE ITEM ON THE BID FORM 3. COORDINATE WITH NATIONAL VENDOR ANY ISSUES WITH THE ORDER OR PROJECT SCHEDULE. 4. COORDINATE WITH VENDOR PROJECT SCHEDULE AND DELIVERY DATES. 5. ACCEPT DELIVERY AND UNLOAD MATERIAL] PRODUCT AT PROJECT SITE. 6. INVENTORY MATERIAL AT TIME OF DELIVERY TO VERIFY THAT SHIPMENT IS COMPLETE WITH SHIPPING BILL, REPORT ANY MISSING PRODUCT IMMEDIATELY TO VENDOR. 7. INSPECT MATERIAL/ PRODUCT FOR DAMAGE AT TIME OF DELIVERY, REPORT ANY DAMAGE IMMEDIATELY TO VENDOR. 8. STORE MATERIALS/ PRODUCTS IN A SAFE AND SECURE AREA AND PREVENT THEFT OR DAMAGE. 9. COORDINATE PROJECT CLOSEOUT DOCUMENTS, PUNCH LIST AND CORRECTIVE WORK. 10. COORDINATE ANY WARRANTY ITEMS WITH VENDOR AND SUBCONTRACTOR. D. THE FOLLOWING MATERIALS/ PRODUCTS ARE TO BE PROCURED AND INSTALLED THOUGH THIS PROCEDURE. 1. FLOORING 2. PAINTS AND PRIMERS 3, ACOUSTICAL CEILING TILE 4. SOLID SURFACE COUNTERS AND INTEGRAL BOWLS 5. PLUMBING FIXTURES, HARDWARE, AND, ACCESSORIES 6. WATER HEATERS 7. MECHANICAL EQUIPMENT AND CURBS 8. MECHANICAL CONTROLS, INCLUDING BUILDING MANAGEMENT SYSTEM SEE COVER SHEET FOR RESPONSIBILITY MATRIX AND VENDOR CONTACT SCHEDULE. SECTION 012500 - SUBSTITUTION PROCEDURES 1.1 SUBSTITUTION REQUEST SHALL BE SUBMITTED ON FORM: CSI FORM 13.1A A. DOCUMENTATION: 1. JUSTIFICATION FOR SUBSTITUTION. 2, COORDINATION INFORMATION WITH ADJACENT WORK. 3. PRODUCT DATA, SAMPLES AND DETAILED COMPARISON OF PRODUCT/ SYSTEMS. 4. CERTIFICATES AND QUALIFICATION DATA. 5. LIST OF SIMILAR INSTALLATIONS. 6, MATERIAL TEST REPORTS AND RESEARCH REPORTS. 7. DETAILED COMPARISON OF CONTRACTOR'S CONSTRUCTION SCHEDULE, 8. COST INFORMATION. 9. CONTRACTOR'S WAIVER OF RIGHTS TO ADDITIONAL PAYMENT OR TIME. C. ARCHITECTS ACTION: IF NECESSARY, ARCHITECT WILL REQUEST ADDITIONAL INFORMATION WITHIN SEVEN DAYS OF RECEIPT OF A REQUEST FOR SUBSTITUTION, ARCHITECT WILL NOTIFY THE CONTRACTOR OF ACCEPTANCE OR REJECTION WITHIN 15 DAYS OF RECEIPT, OR SEVEN DAYS Or RECEIPT OF ADDITIONAL INFORMATION. D. SUBSTITUTIONS FOR CAUSE: NOT LATER THAN 15 DAYS PRIOR TO TIME REQUIRED FOR PREPARATION AND REVIEW OF SUBMITTALS. E. SUBSTITUTIONS FOR CONVENIENCE: NOT ALLOWED. SECTION 012600 - CONTRACT MODIFICATION PROCEDURES i.1 SUMMARY A. MINOR CHANGES IN THE WORK: AIA DOCUMENT G710, ISSUED BY ARCHITECT. B. OWNER -INITIATED WORK CHANGES PROPOSAL REQUESTS: ISSUED BY ARCHITECT. 1. RESPOND WITHIN 15 DAYS, WHEN NOT OTHERWISE SPECIFIED. 2. QUOTATION FORM: CSI FORM 13.6D AND FORM 13.6C OR OTHER FORM ACCEPTABLE TO ARCHITECT. C. CONTRACTOR -INITIATED WORK CHANGES PROPOSALS: SUBMIT TO ARCHITECT. 1. WORK CHANGES PROPOSAL REQUEST FORM: CSI FORM 13.6A, FORM 13.6D, AND FORM 13.6C OR OTHER FORM ACCEPTABLE TO ARCHITECT, D. CHANGE ORDERS: AIA DOCUMENT G701, ISSUED BY ARCHITECT FOR SIGNATURES OF OWNER AND CONTRACTOR. E. CONSTRUCTION CHANGE DIRECTIVES: AIA DOCUMENT G714, ISSUED BY ARCHITECT. SECTION 012900 - PAYMENT PROCEDURES 1.1 GENERAL A. SCHEDULE OF VALUES: 1. FORMAT: LINE ITEMS BASED ON PROJECT MANUAL TABLE OF CONTENTS AND CONSISTENT WITH FORMAT OF AIA DOCUMENT G703. 2. PROVIDE A BREAKDOWN OF THE CONTRACT SUM IN ENOUGH DETAIL TO FACILITATE CONTINUED EVALUATION OF APPLICATIONS FOR PAYMENT AND PROGRESS REPORTS. COORDINATE WITH PROJECT MANUAL TABLE OF CONTENTS. PROVIDE MULTIPLE LINE ITEMS FOR PRINCIPAL SUBCONTRACT AMOUNTS IN EXCESS OF TEN PERCENT OF THE CONTRACT SUM. 3. PROVIDE A SEPARATE LINE ITEM IN THE SCHEDULE OF VALUES FOR EACH PART OF THE WORK WHERE APPLICATIONS FOR PAYMENT MAY INCLUDE MATERIALS OR EQUIPMENT PURCHASED OR FABRICATED AND STORED, BUT NOT YET INSTALLED, 4. ALLOWANCES: PROVIDE A SEPARATE LINE ITEM IN THE SCHEDULE OF VALUES FOR EACH ALLOWANCE. SHOW LINE -ITEM VALUE OF UNIT -COST ALLOWANCES, AS A PRODUCT OF THE UNIT COST, MULTIPLIED BY MEASURED QUANTITY. USE INFORMATION INDICATED IN THE CONTRACT DOCUMENTS TO DETERMINE QUANTITIES. 5. EACH ITEM IN THE SCHEDULE OF VALUES AND APPLICATIONS FOR PAYMENT SHALL BE COMPLETE. INCLUDE TOTAL COST AND PROPORTIONATE SHARE OF GENERAL OVERHEAD AND PROFIT. B. APPLICATIONS FOR PAYMENT: 1. PAYMENT APPLICATION TIMES. THE DATE FOR EACH PROGRESS PAYMENT AND THE PERIOD OF CONSTRUCTION WORK COVERED BY EACH APPLICATION FOR PAYMENT IS INDICATED IN THE AGREEMENT BETWEEN OWNER AND CONTRACTOR. 2. PAYMENT APPLICATION FORMS. AIA DOCUMENT G702 AND AIA DOCUMENT G703, 3. APPLICATION PREPARATION: COMPLETE EVERY ENTRY ON FORM. NOTARIZE AND EXECUTE BY A PERSON AUTHORIZED TO SIGN LEGAL DOCUMENTS ON BEHALF OF CONTRACTOR, ARCHITECT WILL RETURN INCOMPLETE APPLICATIONS WITHOUT ACTION. ALL SIGNATURES WILL BE ELECTRONIC, a. PAY APPLICATIONS SHOULD BE COMPLETED AND SUBMITTED IN A TOTAL OF 4 APPLICATIONS IN THE AMOUNTS AS FOLLOWS: 1) APPLICATION #1: 25% OF CONTRACT AMOUNT MINUS 10% RETENTION 2) APPLICATION #2: 25% OF CONTRACT AMOUNT MINUS 10% RETENTION 3) APPLICATION #3: 25% OF CONTRACT AMOUNT MINUS 10% RETENTION 4) APPLICATION #4 25% OF CONTRACT AMOUNT PLUS ALL RETENTION AT PROJECT COMPLETION, F 4. TRANSMITTAL: SUBMIT . i ONE PDF COPY SIGNED AND NOTARIZED ORIGINAL OF EACH APPLICATION FOR PAYMENT TO ARCHITECT BY MEANS OF ELECTRONIC TRANSMISSION. INCLUDE WAIVERS OF LIEN AND SIMILAR ATTACHMENTS IF REQUIRED. a. TRANSMIT EACH COPY WITH A TRANSMITTAL FORM LISTING ATTACHMENTS AND RECORDING APPROPRIATE INFORMATION ABOUT APPLICATION. 5. WAIVERS OF MECHANIC'S LIEN: WITH EACH APPLICATION FOR PAYMENT, SUBMIT WAIVERS OF MECHANIC'S LIEN FROM ENTITIES LAWFULLY ENTITLED TO FILE A MECHANIC'S LIEN ARISING OUT OF THE CONTRACT AND RELATED TO THE WORK COVERED BY THE PAYMENT ON FORMS ACCEPTABLE TO THE OWNER. a. SUBMIT PARTIAL WAIVERS ON EACH ITEM FOR AMOUNT REQUESTED IN PREVIOUS APPLICATION, AFTER DEDUCTION FOR RETENTION, ON EACH ITEM. b. WHEN AN APPLICATION SHOWS COMPLETION OF AN ITEM, SUBMIT CONDITIONAL FINAL OR FULL WAIVERS. c. OWNER RESERVES THE RIGHT TO DESIGNATE WHICH ENTITIES INVOLVED IN THE WORK MUST SUBMIT WAIVERS. 6. INITIAL APPLICATION FOR PAYMENT: ADMINISTRATIVE ACTIONS AND SUBMIT I ALS THAT MUST PRECEDE OR COINCIDE WITH SUBMITTAL OF FIRST APPLICATION FOR PAYMENT INCLUDE THE FOLLOWING: a. LIST OF SUBCONTRACTORS. b. SCHEDULE OF VALUES. c. CONTRACTOR'S CONSTRUCTION SCHEDULE (PRELIMINARY IF NOT FINAL). d. SCHEDULE OF UNIT PRICES. e. SUBMITTAL SCHEDULE (PRELIMINARY IF NOT FINAL). f. COPIES OF BUILDING PERMITS. g. CERTIFICATES OF INSURANCE AND INSURANCE POLICIES. 7. APPLICATION FOR PAYMENT AT SUBSTANTIAL COMPLETION: AFTER ARCHITECT ISSUES THE CERTIFICATE OF SUBSTANTIAL COMPLETION, SUBMIT AN APPLICATION FOR PAYMENT SHOWING 100 PERCENT COMPLETION FOR PORTION OF THE WORK CLAIMED AS SUBSTANTIALLY COMPLETE. a. INCLUDE DOCUMENTATION SUPPORTING CLAIM THAT THE WORK IS SUBSTANTIALLY COMPLETE AND A STATEMENT SHOWING AN ACCOUNTING OF CHANGES TO THE CONTRACT SUM. 8, FINAL PAYMENT APPLICATION: AFTER COMPLETING PROJECT CLOSEOUT REQUIREMENTS, SUBMIT FINAL APPLICATION FOR PAYMENT WITH RELEASES AND SUPPORTING DOCUMENTATION NOT PREVIOUSLY SUBMITTED AND ACCEPTED, INCLUDING, BUT NOT LIMITED, TO THE FOLLOWING: a, CONSULT OWNER ABOUT THE NEED FOR ADDITIONAL AFFIDAVITS AND OTHER REQUIREMENTS. b. EVIDENCE OF COMPLETION OF PROJECT CLOSEOUT REQUIREMENTS. c. INSURANCE CERTIFICATES FOR PRODUCTS AND COMPLETED OPERATIONS WHERE REQUIRED AND PROOF THAT TAXES, FEES, AND SIMILAR OBLIGATIONS WERE PAID. d. UPDATED FINAL STATEMENT, ACCOUNTING FOR FINAL CHANGES TO THE CONTRACT SUM. e. AIA DOCUMENT G706-1994, "CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS." f. AIA DOCUMENT G706A-1994, "CONTRACTOR'S AFFIDAVIT OF RELEASE OF LIENS. 9. AIA. DOCUMENT G707-1994, "CONSENT OF SURETY TO FINAL PAYMENT." h. EVIDENCE THAT CLAIMS HAVE BEEN SETTLED. i. FINAL METER READINGS FOR UTILITIES, A MEASURED RECORD OF STORED FUEL, AND SIMILAR DATA AS OF DATE OF SUBSTANTIAL COMPLETION OR WHEN OWNER TOOK POSSESSION OF AND ASSUMED RESPONSIBILITY FOR CORRESPONDING ELEMENTS OF THE WORK. SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION 1.1 COORDINATION DRAWINGS A. PREPARE COORDINATION DRAWINGS WHERE SPACE IS LIMITED OR IF REQUIRED TO INTEGRATE PRODUCTS, B. COORDINATION DIGITAL DATA FILES: SAME FORMAT AS DRAWINGS. OPERATING IN MICROSOFT WINDOWS OPERATING SYSTEM 1.2 REQUESTS FOR INFORMATION RFI'S A. RFI FORMS: AIA DOCUMENT G716. B. ARCHITECTS ACTION: ALLOW SEVEN WORKING DAYS FOR ARCHITECTS RESPONSE FOR EACH RFI. C. RFI LOG: MAINTAIN A TABULAR LOG OF RFI'S. SUBMIT LOG MONTHLY. USE CSI LOG FORM 13.2B. 1.3 PROJECT MEETINGS A. GENERAL: SCHEDULE AND CONDUCT MEETINGS AND CONFERENCES AT PROJECT SITE UNLESS OTHERWISE INDICATED. 1. ATTENDEES: INFORM PARTICIPANTS AND OTHERS INVOLVED, AND INDIVIDUALS WHOSE PRESENCE IS REQUIRED, OF DATE AND TIME OF EACH MEETING. NOTIFY OWNER AND ARCHITECT OF SCHEDULED MEETING DATES AND TIMES. 2. AGENDA: PREPARE THE MEETING AGENDA. DISTRIBUTE THE AGENDA TO ALL INVITED ATTENDEES. 3. MINUTES: ENTITY RESPONSIBLE FOR CONDUCTING MEETING WILL RECORD SIGNIFICANT DISCUSSIONS AND AGREEMENTS ACHIEVED. DISTRIBUTE THE MEETING MINUTES TO EVERYONE CONCERNED, INCLUDING OWNER AND ARCHITECT, WITHIN THREE DAYS OF THE MEETING. B. PRE -CONSTRUCTION CONFERENCE. 1. ATTENDEES: AUTHORIZED REPRESENTATIVES OF OWNER, ARCHITECT, AND THEIR CONSULTANTS; CONTRACTOR AND ITS SUPERINTENDENT; MAJOR SUBCONTRACTORS; SUPPLIERS; AND OTHER CONCERNED PARTIES SHALL PARTICIPATE IN THE CONFERENCE. PARTICIPANTS AT THE CONFERENCE SHALL BE FAMILIAR WITH PROJECT AND AUTHORIZED TO CONCLUDE MATTERS RELATING TO THE WORK. CONTRACTOR SHALL PROVIDE MEANS OF OWNER AND ARCHITECT PARTICIPATION BY MEANS OF VIDEO CONFERENCE OR TELEPHONE CONFERENCE. 2. AGENDA: DISCUSS ITEMS OF SIGNIFICANCE THAT COULD AFFECT PROGRESS. C. PRE -INSTALLATION CONFERENCES: BEFORE EACH CONSTRUCTION ACTIVITY THAT REQUIRES COORDINATION. 1, ATTENDEES: INSTALLER AND REPRESENTATIVES OF MANUFACTURERS AND FABRICATORS INVOLVED IN OR AFFECTED BY THE INSTALLATION AND ITS COORDINATION OR INTEGRATION WITH OTHER MATERIALS AND INSTALLATIONS THAT HAVE PRECEDED OR WILL FOLLOW, SHALL ATTEND THE MEETING. ADVISE ARCHITECT AND OWNER'S REPRESENTATIVE OF SCHEDULED MEETING DATES. 2. AGENDA: REVIEW PROGRESS OF OTHER CONSTRUCTION ACTIVITIES AND PREPARATIONS FOR THE PARTICULAR ACTIVITY UNDER CONSIDERATION. D. PROGRESS MEETINGS: AT WEEKLY INTERVALS, COORDINATED WITH PREPARATION OF PAYMENT REQUESTS. SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION 1.1 INFORMATIONAL SUBMITTALS A. FORMAT FOR SUBMITTALS: PDF ELECTRONIC FILE. B. STARTUP CONSTRUCTION SCHEDULE AND WEEKLY UPDATED SCHEDULES. C. CPM REPORTS. D. DAILY CONSTRUCTION REPORTS: SUBMIT AT WEEKLY INTERVALS, E. SITE CONDITION REPORTS: SUBMIT AT TIME OF DISCOVERY OF DIFFERING CONDITIONS. F. SPECIAL REPORTT: SUBMIT AT TIME OF UNUSUAL EVENT. 1.2 CONTRACTCR'S CONSTRUCTICN SCHEDULE A. ACTIVITY DURATION: EXTEND SCHEDULE FROM DATE ESTABLISHED FOR THE NOTICE OF AWARD TO DATE OF FINAL COMPLETION, B. CONSTRAINTS TO BE iNDICATED IN THE SCHEDULE. 1. PHASING. 2. WORK UNDER MORE THAN ONE CONTRACT. 3. WORK BY OWNER. 4. PRODUCTS ORDERED iN ADVANCE. 5. OWNER -FURNISHED PRODUCTS, 6. WORK RESTRICTIONS. 7. WORK STAGES. 8. OTHER CONSTRAINTS. C. MILESTONES: INCLUDE MILESTONES INDICATED IN THE CONTRACT DOCUMENTS IN SCHEDULE, INCLUDING, BUT NOT LIMITED TO, THE NOTICE TO PROCEED, CONSTRUCTION START, CONSTRUCTION MILESTONES, SUBSTANTIAL COMPLETION, CERTIFICATE OF OCCUPANCY AND FINAL COMPLETION. AT A MINIMUM, THE CONSTRUCTION SCHEDULE TIMELINE. D. SCHEDULE TYPE: CPM. E. SCHEDULE UPDATING: CONCURRENT WITH MAKING REVISIONS TO SCHEDULE, PREPARE TABULATED REPORTS INDICATING IDENTIFICATION OF ACTIVITIES THAT HAVE CHANGED, CHANGES IN EARLY AND LATE START DATES AND LATE FINISH DATES, CHANGES IN ACTIVITY DURATIONS IN WORKDAYS, CHANGES IN THE CRITICAL PATH, CHANGES IN THE CONTRACT TIME. SECTION 013233 - PHOTOGRAPHIC DOCUMENTATION 1.1 PRODUCTS A. DIGITAL PHOTOGRAPHS: 8 MEGAPIXELS. B. VIDEO RECORDINGS: SUBMIT IN DIGITAL VIDEO DISC FORMAT ACCEPTABLE TO ARCHITECT, C. PRECONSTRUCTION PHOTOGRAPHS: 1. 2b PHOTOGRAPHS SHOWING EXISTING CONDITIONS ADJACENT TO PROPERTY BEFORE STARTING THE WORK. 2. 20 PHOTOGRAPHS OF EXISTING BUILDINGS ETHER ON OR ADJOINING PROPERTY TO ACCURATELY RECORD PHYSICAL CONDITIONS AT START OF CONSTRUCTION. D. PERIODIC CONSTRUCTION PHOTOGRAPHS: 110 PHOTOGRAPHS WEEKLY, SUBMITTED IN A WEEKLY REPORT FORMAT ACCEPTABLE TO THE OWNER, E. FINAL COMPLETION CONSTRUCTION PHOTOGRAPHS: 20 COLOR PHOTOGRAPHS. SECTION 013300 - SUBMITTAL PROCEDURES 1.1 DEFINITIONS A. ACTION SUBMITTALS: INFORMATION THAT REQUIRES ARCHITECTS RESPONSIVE ACTION. B. INFORMATIONAL SUBMITTALS: INFORMATION THAT DOES NOT REQUIRE ARCHITECT'S APPROVAL. SUBMITTALS MAY BE REJECTED FOR NOT COMPLYING W11 H REQUIREMENTS. 1.2 PROCEDURES A. ELECTRONIC COPIES OF DIGITAL DATA FILES OF THE CONTRACT DRAWINGS WILL BE PROVIDED BY ARCHITECT FOR CONTRACTOR'S USE. B PROCESSING TIME: 1. INITIAL REVIEW: 10 WORKING DAYS OR 14 CALENDAR DAYS. ,, n 2. RE-SUBMI T I TAL REVIEW. WORKING DAYS OR' , CALENDAR DAYS. C. SUBMITTAL PROCEDURES: 1. POST ELECTRONIC SUBMITTALS AS PDF ELECTRONiC FILES DIRECTLY TO ARCHITECT'S FTP SITE SPECIFICALLY ESTABLISHED FOR PROJECT OR SUBMIT VIA EMAIL AS PDF FILES. 2. CERTIFICATES AND CERTIFICATIONS SUBMITTALS: PROVIDE A STATEMENT THAT INCLUDES SIGNATURE OF ENTITY RESPONSIBLE FOR PREPARING CERTIFICATION, CERTIFICATES AND CERTIFICATIONS SHALL BE SIGNED BY AN OFFICER OR OTHER INDIVIDUAL AUTHORIZED TO SIGN DOCUMENTS ON BEHALF OF THAT ENTITY. 3. PRODUCT DATA: COLLECT INFORMATION INTO A SINGLE SUBMITTAL FOR EACH ELEMENT OF CONSTRUCTION AND TYPE OF PRODUCT OR EQUIPMENT. 4. SHOP DRAWINGS: PREPARE PROJECT -SPECIFIC INFORMATION, DRAWN ACCURATELY TO SCALE. DO NOT BASE SHOP DRAWINGS ON REPRCDUCTIONS OF THE CONTRACT DOCUMENTS OR STANDARD PRINTED DATA. 5. SAMPLES: SUBMIT SAMPLES FOR REVIEW OF KIND, COLOR, PATTERN, AND TEXTURE FOR A CHECK OF THESE CHARACTERISTICS WITH OTHER ELEMENTS AND FOR A COMPARISON OF THESE CHARACTERISTICS BETWEEN SUBMITTAL AND ACTUAL COMPONENT AS DELIVERED AND INSTALLED. 6. PRODUCT SCHEDULE: AS REQUIRED IN INDIVIDUAL SPECIFICATION SECTIONS, PREPARE A WRITTEN SUMMARY INDICATING TYPES OF PRODUCTS REQUIRED FOR THE WORK AND THEIR INTENDED LOCATION. 7. TEST AND INSPECTION REPORTS AND SCHEDULE OF TESTS AND INSPECTIONS SUBMITTALS: COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 014000 "QUALITY REQUiREMENTS." 8. CLOSEOUT SUBMITTALS AND MAINTENANCE MATERIAL SUBMITTALS: COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 017700 "CLOSEOUT PROCEDURES." 9, MAINTENANCE DATA: COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 017823 "OPERATION AND MAINTENANCE DATA." 10. QUALIFICATION DATA: PREPARE WRITTEN INFORMATION THAT DEMONSTRATES CAPABILITIES AND EXPERIENCE OF FIRM OR PERSON. INCLUDE LISTS OF COMPLETED PROJECTS WITH PROJECT NAMES AND ADDRESSES, CONTACT INFORMATION OF ARCHITECTS AND OWNERS, AND OTHER INFORMATION SPECIFIED. 11. WELDING CERTIFICATES: PREPARE WRITTEN CERTIFICATION THAT WELDING PROCEDURES AND PERSONNEL COMPLY WITH REQUIREMENTS IN THE CONTRACT DOCUMENTS. SUBMIT RECORD OF WELDING PROCEDURE SPECIFICATION AND PROCEDURE QUALIFICATION RECORD ON AWS FORMS. INCLUDE NAMES OF FIRMS AND PERSONNEL CERTIFIED. 12. INSTALLER CERTIFICATES: SUBMIT WRITTEN STATEMENTS ON MANUFACTURER'S LETTERHEAD CERTIFYING THAT INSTALLER COMPLIES WITH REQUIREMENTS IN THE CONTRACT DOCUMENTS AND, WHERE REQUIRED, IS AUTHORIZED BY MANUFACTURER FOR THIS SPECIFIC PROJECT. 13. MANUFACTURER CERTIFICATES: SUBMIT WRITTEN STATEMENTS ON MANUFACTURER'S LETTERHEAD CERTIFYING THAT MANUFACTURER COMPLIES WITH REQUIREMENTS IN THE CONTRACT DOCUMENTS. INCLUDE EVIDENCE OF MANUFACTURING EXPERIENCE WHERE REQUIRED. 14, PRODU'CTWATERIAL CERTIFICATES: SUBMIT WRITTEN STATEMENTS ON MANUFACTURER'S LETTERHEAD CERTIFYING THAT PRODUCT COMPLIES WITH REQUIREMENTS IN THE CONTRACT DOCUMENTS, 15. MATERIAL TEST REPORTS: SUBMIT REPORTS WRITTEN BY A QUALIFIED TESTING AGENCY, ON TESTING AGENCY'S STANDARD FORM, INDICATING AND INTERPRETING TEST RESULTS OF MATERIAL FOR COMPLIANCE WITH REQUIREMENTS IN THE CONTRACT DOCUMENTS. 16. PRODUCT TEST REPORTS: SUBMIT WRITTEN REPORTS INDICATING THAT CURRENT PRODUCT PRODUCED BY MANUFACTURER COMPLIES WITH REQUIREMENTS IN THE CONTRACT DOCUMENTS. BASE REPORTS ON EVALUATION OF TESTS PERFORMED BY MANUFACTURER AND WITNESSED BY A QUALIFIED TESTING AGENCY, OR ON COMPREHENSIVE TESTS PERFORMED BY A QUALIFIED TESTING AGENCY, 17. SCHEDULE OF TESTS AND INSPECTIONS: COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 014000 "QUALITY REQUIREMENTS." 18 COMPATIBILITY TEST REPORTS: SUBMIT REPORTS WRITTEN BY A QUALIFIED TESTING AGENCY, ON TESTING AGENCY'S STANDARD FORM, INDICATING AND INTERPRETING RESULTS OF COMPATIBILITY TESTS PERFORMED BEFORE INSTALLATION OF PRODUCT. INCLUDE WRITTEN RECOMMENDATIONS FOR PRIMERS AND SUBSTRATE PREPARATION NEEDED FOR ADHESION. 19. FIELD TEST REPORTS: SUBMIT WRITTEN REPORTS INDICATING AND INTERPRETING RESULTS OF FIELD TESTS PERFORMED EITHER DURING INSTALLATION OF PRODUCT OR AFTER PRODUCT IS INSTALLED IN ITS FINAL LOCATION, FOR COMPLIANCE WITH REQUIREMENTS IN THE CONTRACT DOCUMENTS. 20. PERFORMANCE OR DELEGATED DESIGN CRITERIA: WHERE PROFESSIONAL DESIGN SERVICES OR CERTIFICATIONS BY A DESIGN PROFESSIONAL ARE SPECIFICALLY REQUIRED OF CONTRACTOR BY THE CONTRACT DOCUMENTS, PROVIDE PRODUCTS AND SYSTEMS COMPLYING WITH SPECIFIC PERFORMANCE AND DESIGN CRITERIA INDICATED. SECTION 013300 - SUBMITTAL PROCEDURES (CONTINUED) E. CONTRACTOR'S REVIEW; SUBMITTALS MARKED WITH APPROVAL STAMP BEFORE SUBMITTING TO ARCHITECT. F. ARCHITECTS ACTION: 1. ACTION SUBMITTALS: STAMPED WITH AN ACTION STAMP AND RETURNED. a. APPEARS TO CONFORM b. APPEARS TO CONFORM AS NOTED c. REJECTED d, REVISE & RESUBMIT 2. INFORMATIONAL SUBMITTALS: REVIEWED BUT NOT RETURNED, OR REJECTED IF THEY DO NOT COMIPLY WITH REQUIREMENTS. 3. INCOMPLETE SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 4. SUBMITTALS NOT REQUIRED: MAY NOT BE REVIEWED AND MAY BE DISCARDED. 5. REQUIRED SUBMITTAL SCHEDULE: DIVISION NO.: PRODUCT: 0 & M MANUALS AS -BUILT DRAWINGS 033900 CAST -IN -PLACE CONCRETE 072619 TOPICAL MOISTURE MITIGATION SYSTEM 055000 METAL FABRICATIONS 068316 FIBERGLASS REINFORCED PANEL 102613 CORNER GUARDS 064116 PLASTIC LAMINATED FACED ARCHITECTURAL CABINETS 123661 SOLID SURFACE COUNTERTOPS 081113 HOLLOW METAL DOORS AND FRAMES 081423 CLAD WOOD DOORS 087100 DOOR HARDWARE 084113 ALUMINUM FRAMED ENTRANCES AND STOREFRCINTS 088000 GLAZING 09221E NON-STRUCTURAL METAL STUD FRAMING 092900 GYPSUM BOARD 095123 ACOUSTIC CEILING TILE 072100 THERMAL AND ACOUSTIC INSULATION 078400 FIRESTOPPING 079200 JOINT SEALANTS 096513 RESILIENT SHEET FLOORING ACCESSORIES 096516 RESILIENT SHEET FLOORING 096519 LUXURY VINYL FLOORING 096813 TILE CARPETING 093013 CERAMIC TILING 099100 PAINTING 102800 TOILET ACCESSORIES 104413 FIRE EXTINGUISHER AND CABINETS SECTION 0140 00 - QUALITY REQUIREMENTS 1.1 GENERAL' QUALITY CONTROL: MAINTAIN QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTC, SERVICES, SITE CONDITIONS, AND WCRKMANSHIR TO PRODUCE WORK OF SPECIFIED QUALI F Y. 1.2 MANUFACTURER'S FIELD SERVICES: WHEN SPECIFIED IN OTHER SPECIF!CATICN CECTICNS, MANUFACTURER OR SUPPLIER SHALL HAVE QUALIFIED PERSONNEL TO PROVIDE ON -SITE OBSERVATIONS AND RECOMMENDATIONS. A. REPRESENTATIVE SHALL: OBSERVE FIELD CONDITIONS, INCLUDING CONDITIONS OF SURFACES. OBSERVE QUALITY OF WORKMANSHIP AND SECTION 0150 00 -TEMPORARY FACILITIES AND CONTROLS 1.1 GENERAL: PROVIDE TEMPORARY CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS AS REQUIRED TO COMPLETE PROJECT IN ACCORDANCE WITH CONTRACT DOCUMENTS. CONFORM TO REQUIREMENTS OF APPLICABLE AUTHORITIES. 1.2 CONTACT GOVERNING AUTHORITIES TO ESTABLISH EXTENT OF REQUIRED TEMPORARY FACILITIES AND CONTROLS. 1.3 TEMPORARY POWER: PROVIDE POWER SERVICE AND LIGHTING REQUIRED FOR OPERATIONS. LOCATE BRANCH WIRING AND DISTRIBUTION BOXES TO ALLOW SERVICE AND LIGHTING BY MEANS OF CONSTRUCTION -TYPE POWER CCRDS. 1.4 TEMPORARY WATER AND SANITARY SERVICES: PROVIDE AND MAINTAIN REQUIRED DRINKING WATER AND SANITARY FACILITIES WITH ENCLOSURES. 1.5 NOISE, DUST, AND ODOR CONTROL: PROVIDE MATERIALS AND EQUIPMENT NECESSARY TO COMPLY WITH LOCAL REQUIREMENTS FOR NOISE, DUST, AND ODOR CONTROL, 16 BARRIERS: PROVIDE AS REQUIRED TO PROTECT ADJACENT PROPERTIES FROM DAMAGE FROM OPERATIONS AND AS REQUIRED BY GOVERNING AUTHORITIES. A. PROVIDE BARRICADES AS REQUIRED BY LOCAL GOVERNING AUTHORITIES ANDIOP, ,_4NDLORD IN ACCORDANCE WITH ALL CODES, CRITERIA, AND DETAILS. B. SECURITY: SECURE THE SITE AND MATERIALS DURING CONSTRUCTION. 1.7 CLEANING: CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH AS COi.TA;NLRS BECOME FULL, D:SPC,*SE A. OFF -SITE LOCATIONS ACCEPTABLE TO APPLICABLE AUTHORITIES. 1.8 SIGNS: SUBJECT TO APPROVAL OF OWNER'S REPRESENTATIVE, 1.9 STORAGE: LIMIT ON -SITE STORAGE TO AREAS WHERE DIRECTED AND APPROVED !iV AIR!T!NG BY O''0!NFR. PROi1Dc ADDITIONAL WEATHER -TIGHT, SECURED, OFF -SITE STORAGE IF REQUIRED. 1.10 REMOVAL AND CLEANING: REMOVE CONSTRUCTION FACILITIES, CLEAN AND REPAIR 0ANIAGE CAUSED BY OPERATIONS OR USE OF TEMPORARY FACILITIES, SECTION 0160 00 - PRODUCT REQUIREMENTS 1.1 CONTRACT AMOUNT: BASED ON MATERIALS AND PRODUCTS LISTED IN CONTRACT DOCUMENTS. MATERIALS AND PRODUCTS BY OTHER MANUFACTURERS NOT LISTED SHALL NOT BE USED WITHOUT WRIT T EN APPROVAL. 1.2 PRODUCTS: COMPONENTS SUPPLIED IN QUANTITY SHALL BE INTERCHANGEABLE. PROVIDE NEW MATERIALS UNLESS OTHERWISE INDICATED OR SPECIFIED. 1.3 INSTALLATION: INSTALL ITEMS PLUMB, LEVEL, AND IN CORRECT RELATION TO ADJACENT PRODUCTS. SECURE !N PL4�'E WITH POSITVE ANCHORAGE DEVICES DESIGNED AND SIZES O WITHCi 4tiD, STRESSES. SSE a. V;9RAi. ION AND R �,I`. A. COMPLY WITH AANUFACTURER'SRECOMMENDATIONS 4Nn , NGT _LA_t41NS_RlC-1 IONS ,' _FCC ,, !iRC ST INGEN7o REQUIREMENTS ARE SPECIFIED OR REQUIRED BY GOVERNIN ALiTHORI T+ES. 1.4 TRANSPORTATiON: TRANSPORT PRODUCTS TO AVOID PRODUCT DAMAGE. DELIVER IN UNDAMAGED CONDITION IN MANUFACTURER'S UNOPENED CONTAINERS OR PACKAGING. 1.5 HANDLING: HANDLE PRODUCTS BY METHODS TO PREVENT SOILING AND DAMAGE. PROMPTLY INSPECT � NSPECT TO SURE PRODUCTS ARE CORRECT, COMPLETE, AND UNDAMAGED, AND THAT QUANTITIES ARE CORRECT. 1.6 STORAGE: STORE MATERIALS IN ACCORDANCE VJITH MANUFACTURER'S INSTRUCTIONS, WITH SEALS AND LABELS INTACT AND LEGIBLE. 1.7 PROTECTION: PROVIDE COVERINGS TO PROTECT PRODUCTS FROM DAMAGE FROM; TRAFFIC AND CONSTRUCTION OPERATIONS. REMOVE WHEN NO LONGER NEEDED. 1.8 SPECIFIED PRODUCTS: IF THESE SPECIFICATIONS INCLUDE MULTIPLE PRODUCTS OR MANUFACTURERS FOR AN ! T EM, SELECT THE PRODUCT OF ANY NAMED MANUFACTURER THAT MEETS THE SPECiF!CATiON REQUIREMENTS. SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 1.1 SUMMARY: SALVAGING, RECYCLING, AND DISPOSING OF NON -HAZARDOUS DEMOLITION AND CONSTRUCTION WASTE. 1.2 PERFORMANCE REQUIREMENTS: END-OF-PRCJECT RATES FOR SALVAGE/RECYCLING: 75 PERCENT, 1.3 WASTE MANAGEMENT PLAN: A. IDENTIFY TYPES AND QUANTITIES OF DEMOLITION AND CONSTRUCTION WASTE. B. IDENTIFY TYPE OF WASTE AND WHETHER IT WILL BE SALVAGED, RECYCLED. OR DISPv ED 'c)F IN LANDFILL OR INCINERATOR. C. IDENTIFY NET ADDITIONAL COST OR NET SAVINGS RESULTING FROM WASTE MANAGEMENT PLAN. 1.4 PLAN IMPLEMENTATION A. ENGAGE A WASTE MANAGEMENT COORDINATOR. B. TRAIN WORKERS, SUBCONTRACTORS, AND SUPPLIERS ON PROPER WASTE MANAGEMENT PROCEDURES. C. RECYCLING INCENTIVES: REVENUES AND OTHER INCENTIVES FOR RECYCLING WILL ACCRUE TO CONTRACTOR UNLESS NOTED OTHERWISE. I . ' s n l y less r i siI e 1708 E Columbus Drive TC7m�,',a,, Holidoa 33605 p 8 i 3 24 16 W 1 3 1 J 247 3if15 i !. Ai! reproduction & intellectual property rights reserved 2017 Project a ivledi%cod 1'_;,VcJU-11-+. DG (FL) ZEP1111YRHiLL8 5935 7th Street Zephylrhsils, FL 335412 Prepared for In Association with: HEES & ASSOCIATES. INC. CCiN T AC T' KARL HEES 1381 5TH ST SARASO T A, FL 34236 PHONE: 941.955.4555 GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASH LE II OR. 490 TAMPA. FL PHONE: 01.3,523.6455 GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASHLEY DR. #900 TAMPA, FL PHONE: 813,523.6455 'rOTeySlr3tk3CJE9! =11 �_ F : s -� f". J . , -It N 4 .� .: " N i � Y k',lj - =s' '` r, r. i-v ,' rest. Dot+Tnel1t #�1'2i ; U'2018 15805 t: -.... r'-e:..;. i 1:22:41" A,V Nc. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 ----------------- No. Revision Description Date Drawn By: WJ Checked By: SRS Project Number: 18190 Sheet Title SPEIFICATIru", Originai dra Arig is 2a x 3=i D not scale contents of draw;no Sheet Number SP01 _ , +_.B, 11 11 ' RA11111 _l. _LEI, 1I SECTION 017700 - CLOSEOUT PROCEDURES 1.1 SUBSTANTIAL COMPLETION: BEFORE REQUESTING INSPECTION, COMPLETE THE FOLLOWING. A. OWNER ADViSED OF PENDING INSURANCE CHANGEOVER. B. TOOLS, SPARE PARTS, AND EXTRA. MATERIALS DELIVERED C. FINAL CHANGEOVER OF LOCKS PERFORMED. D. STARTUP TESTING COMPLETED. E. TEST/ADJUST/BALANCE RECORDS SUBMITTED. F. TEMPORARY FACILITIES REMOVED. G. CHANGEOVER INFORMATION FOR USE, OPERATION. AND MAINTENANCE SUBMITTED. H. OWNER'S PERSONNEL INSTRUCTED IN OPERATION, ADJUSTMENT. AND MAINTENANCE OF EQUIPMENT AND SYSTEMS I. FINAL CLEANING PERFORMED. J. TOUCH-UP PERFORMED. 1.2 FINAL COMPLETION: BEFORE REQUESTING FINAL INSPECTION, COMPLETE THE FOLLOWING: A. FINAL APPLICATION FOR PAYMENT SUBMITTED. B. LIST OF INCOMPLETE ITEMS (PUNCH LIST) COMPLETED OR OTHERWISE RESOLVED FOR ACCEPTANCE. C. PROJECT RECORD DOCUMENTS SUBMIT TIED, 0. WARRANTIES, MAINTENANCE SERVICE AGREEMENTS, AND SIMILAR DOCUMENTS SUBMITTED. E. RELEASES, OCCUPANCY PERMITS, AND OPERATING CERTIFICATES SUBMITTED, F. EVIDENCE OF CONTINUING INSURANCE COVERAGE SUBMITTED. G. OWNER ADVISED OF HEAT AND UTILITY CHANGEOVER H. FINAL PEST -CONTROL INSPECTION REPORT AND WARRANTY SUBMITTED. 1.3 SUBMITTAL OF PROJECT WARRANTIES A. PARTIAL OCCUPANCY: SUBMIT WARRANTIES WITHIN 15 DAYS OF COMPLETION OF DESIGNATED PORTIONS OF THE WORK THAT ARE OCCUPIED OR USED BY OWNER. B. ORGANIZE WARRANTY DOCUMENTS INTO AN ORDERLY SEQUENCE BASED ON THE TABLE OF CONTENTS OF THE PROJECT MANUAL. C. WARRANTY ELECTRONIC FILE: SCAN WARRANTIES AND BONDS AND ASSEMBLE COMPLETE WARRANTY AND BOND SUBMITTAL P INDEXED ELECTRONIC PDF FILE WITH LINKS ENABLING NAVIGATION TO EACH ITEM. PROVIDE PACKAGE INTO A SINGLE BOOKMARKED TABLE OF CONTENTS AT BEGINNING OF DOCUMENT. D. PROVIDE ADDITIONAL COPIES OF EACH WARRANTY TO INCLUDE IN OPERATION AND MAINTENANCE MANUALS. 1.4 FINAL CLEANING A. CLEANING AGENTS: COMPLY WITH GREEN SEAL'S GS-37 AND CALIFORNIA CODE OF REGULATIONS MAXIMUM ALLOWABLE VOC LEVELS. B. CLEAN EACH SURFACE OR UNIT TO CONDITION EXPECTED IN AN AVERAGE COMMERCIAL BUILDING CLEANING AND MAINTENANCE PROGRAM. C. REPLACE DISPOSABLE AIR FILTERS AND CLEAN PERMANENT AIR FILTERS. D. CLEAN DUCTS, BLOWERS, AND COILS IF UNITS WERE OPERATED WITHOUT FILTERS DURING CONSTRUCTION. E. CLEAN HVAC SYSTEM IN COMPLIANCE WITH NADCA. STANDARD 1992-01. 1.5 REPAIR OF THE WORK A. REPAIR OR REMOVE AND REPLACE DEFECTIVE CONSTRUCTION, WHERE DAMAGED OR WORN ITEMS CANNOT BE REPAIRED OR RESTORED, PROVIDE REPLACEMENTS. RESTORE DAMAGED CONSTRUCTION AND PERMANENT FACILITIES USED DURING CONSTRUCTION TO SPECIFIED CONDITION. SECTION 017823.OPERATION AND MAINTENANCE DATA 1.1 SUMMARY: EMERGENCY, OPERA. TION.AND MAINTENANCE MANUALS 1.2 FORMAT A. PDF ELECTRONIC FILES WITH COMPOSITE ELECTRONIC INDEX ON DIG!TAL MEDIA ACCci"TAI.E TO ARCHITECT. INCLUDE A COMPLETE ELECTRONICALLY LINKED OPERATION AND MAINTENANCE ^DIRECTORY. B. DIRECTORY: PREPARE A SIN 7LE, COMPREH 4SWE DIRECTORY OF EMERGENCY, CPERATiON, AND MAINTENANCE DATA AND MATERIALS, LISTING ITEMS AND THEIR LOCATION TO FACILITATE READY ACCESS TO DESIRED INFORMATION. C. ORGANIZATION: UNLESS OTHERWISE INDICATED, ORGANIZE EACH MANUAL INTO A SEPARATE SECTION FOR EACH SYSTEM AND SUBSYSTEM, AND A SEPARATE SECTION FOR EACH PIECE OF EQUIPMENT NOT PART OF A SYSTEM. EACH MANUAL SHALL CONTAIN A TITLE PAGE, TABLE OF CONTENTS AND MANUAL CONTENTS, IN THE ORDER LISTED. 1.3 EMERGENCY MANUALS: TYPES OF EMERGENCIES, EMERGENCY INSTRUCTIONS, AND EMERGENCY PROCEDURES. 1.4 OPERATION MANUALS. SYSTEM, SUBSYSTEM, AND EQUIPMENT DESCRIPTIONS, OPERATING PROCEDURES, WIRING DIAGRAMS, CONTROL DIAGRAMS AND SEQUENCE OF OPERATION. AND PIPED SYSTEM DIAGRAMS. 1.5 PRODUCT MvtAINTENANGE (MANUALS: SOURCE INFORMA, ION, PRODUCT INFORMATION, MAINTENANCE PROCEDURES, REPAIR MATERIALS AND SOURCES, AND WARRANTIES AND BONDS. 1.6 SYSTEMS AND EQUIPMENT MAINTENANCE MANUALS: SOURCE INFORMATION; MANUFACTURERS' MAINTENANCE DOCUMENTATION, MAINTENANCE PROCEDURES, MAINTENANCE AND SERVICE SCHEDULES, SPARE PARTS LIST AND SOURCE INFORMATION, MAINTENANCE SERVICE CONTRACTS, AND WARRANTIES AND BONDS. SECTION 017839 - PROJECT RECORD DOCUMENTS 1.1 RECORD DRAWINGS: A. ONE SET(S) OF MARKED -UP RECORD PRINTS. 1. SUBMITTAL: PDF ELECTRONIC FILES OF SCANNED CORRECTED DIGITAL RECORD PRINTS. ARCHITECT WILL INDICATE WHETHER GENERAL SCOPE OF CHANGES, ADDITIONAL INFORMATION RECORDED, AND QUALITY OF DRAFTING ARE ACCEPTABLE. 2. FORMAT: ANNOTATED PDF ELECTRONIC FILE WITH COMMENT FUNCTION ENABLED. 3. ONE SET OF PAPER COPIES OF CONTRACT DOCUMENTS AND SHOP DRAWINGS, MARKED TO SHOW ACTUAL INSTALLATION. 1.2 RECORD SPECIFICATIONS: ANNOTATED PDF ELECTRONIC FILES. 1.3 RECORD PRODUCT DATA: ANNOTATED PDF ELECTRONIC FILES AND DIRECTORIES. SECTION 017900. DEMONSTRATION AND TRAINING 1.1 INSTRUCTION PROGRAM 1. PROGRAM STRUCTURE: TRAINING FOR EACH SYSTEM AND FOR EQUIPMENT NOT PART OF A SYSTEM, INCLUDING BASIS OF SYSTEM DESIGN, OPERATIONAL REQUIREMENTS AND CRITERIA, DOCUMENTATION, EMERGENCIES, ADJUSTMENTS, TROUBLESHOOTING, MAINTENANCE, REPAIRS. A FACILITATOR TO PREPARE INSTRUCTION PROGRAM ANC TRAINING MODULES AND TO COORDINATE INSTRUCTORS. B. EVALUATION: DEMONSTRATION PERFORMANCE -BASED TEST. SECTION 024119 - SELECTIVE DEEMCLITION 1.1 SUMMARY: DEMOL ITION AND REMOVAL OF SELECTED PORTIONS OF BUILDING OR STRUCTURE, INCLUDING SALVAGE OF EXISTING ITEMS TO BE RECYCLED. 1.2 MATERIALS OWNERSHIP: UNLESS OTHER'JvISE INDICATED, DEMOLITIONWASTE BECOMES PROPERTY OF CONTRACTOR. 1.3 INFORMATIONAL SUBMITTALS: STATEMENT OF REFRIGERA.N T RECOVERY: SIGNED BY REFRIGERANT REG'0'JtRY TECHNICIAN. 1A QUALITY ASSURANCE: REFRIGERANT RECOVERY TECHNICIAN QUALFICAT'IONS: CERTIFIED BY AN EPA -APPROVED CERTIFICATION PROGRAM. 1.5 FIELD CONDITIONS A. ADJACENT TENANTS WILL OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO AREAS OF SELECTIVE DEMCUTION AREA. CONDUCT SELECTIVE DEMOLITION SO OTHER TENANTS OPERATIONS WILL NOT BE DISRUPTED. B. CONDITIONS EXISTING AT TIME OF INSPECTION FORBIDDING PURPOSE WILL BE MAINTAINED BY OWNER AS FAR AS PRACTICAL C. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND DRAWINGS BEFORE PROCEEDING WITH SELECTIVE DEMOLITION. D. HAZARDOUS hATERIALS: IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK. 1. ANY KNOWN HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER BEFORE START OF THE WORK. 2. IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED; DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT. E. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON -SITE IS NOT PERMITTED. F. UTILITY SERVICE: MAINTAIN EXiSTiNG UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. 1. MAINTAIN FIRE -PROTECTION FACILITIES IN SERVICE DURING SELECTIVE DEMOLITION OPERATIONS, 1.6 PERFORMANCE REQUIREMENTS A. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE BEGINNING SELECTIVE DEMOLITION. COMPLY WITH HAULING AND LEGAL DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. G. STANDARDS: COMPLY WITH ASSE A10.6 AND NFPA 241. 1.7 EXAMINATION A. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE STARTING SELECTIVE DEMOLITION OPERATIONS, B. PERFORM AND/OR ENGAGE A PROFESSIONAL ENGINEER TO PERFORM AN ENGINEERING SURVEY OF CONDITION OF BUILDING TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY PORTION OF STRUCTURE OR ADJACENT STRUCTURES DURING SELECTIVE BUILDING DEMOLITION OPERATIONS. C. REFRIGERANT: BEFORE STARTING DEMOLITION, REMOVE REFRIGERANT FROM MECHANICAL EQUIPMENT ACCORDING TO 40 CFR 82 AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION. SECTION 033000 E CASTEINoPLACE CONCRETE (CONTINUED) 1.9 INSTALLATION A. USE AIR -ENTRAINED CONCRETE FOR ALL SIDEWALKS, PAVING, PLATFORMS, CURBS AND OTHER EXTERIOR WORK EXPOSED TO THE WEATHER. B STEP ALL FOOTINGS AT A RATIO OF( ' 2) HORIZONTAL TO (1) VERTICAL. C. ALL FOOTINGS TO REST ON UNDISTRBED SOIL. D. EXTEND ,ALL REINFORCING AROUND CORNERS FOR CONTINUITY, MiNIMUMA LAP TO BE 24". HOOK ALL REAM BARS AT DISCONTINUOUS ENDS. E. ALL WELDED'AIIRE FABRIC SHALL BESET IN PLACE ON BAR CHAIRS 48" O C. BOTH WAYS. F ALL REINFORCING STEEL- SHALL BE PLACED AND PROPERLY TIED IN PLACE SUFFICIENTLY AHEAD OF PLACING CONCRETE TO ALLOW INSPECTION ,AND CORRECTION IF NECESSARY, WITHOUT DELAYING THE INSTALLATION OF THE CONCRETE. G. CONCRETE PLACEMENT: 1. COMPLY WITH .ACI-304 AND AS HEREIN SPECIFIED. 2. DEPOSIT CONCRETE CONTINUOUSLY OR !N LAYERS OF SUCH THICKNESS THAT NO CONCRETE WILL BE PLACED ON CONCRETE THAT HAS HARDENED SUFFICIENTLY TO CAUSE THE FORMATION OF COLD JOINTS OR PLANES OF WEAKNESS THROUGH THE SECTION. DEPOSIT CONCRETE AS NEARLY AS PRACTICAL TO ITS FINAL LOCATION TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. 3. CONSOLODATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND -SPADING, RAKING OR TAMPING. LIMIT THE DURATION OF VIBRATING TO THE TIME NECESSARY TO CONSOLIDATE THE CONCRETE AND COMPLETE IMBEDMENT OF REINFORCEMENT AND OTHER EMBEDDED ITEMS WITHOUT CAUSING SEGREGATION OF THE MIX. DEPOSIT AND CONSOLIDATE CONCRETE SLABS IN A CONTINUOUS OPERATION, WITHIN THE LIMITS OF CONSTRUCTION JOINTS, UNTIL THE PLACING OF A PANEL OR SECTION IS COMPLETED. CONSOLIDATE CONCRETE DURING PLACING OPERATION SO THAT CONCRETE IS THOROUGHLY WORKED AROUND REINFORCEMENT AND OTHER IMBEDDED ITEMS AND INTO CORNERS. BRING SLAB SURFACES TO THE CORRECT LEVEL WITH A STRAIGHT EDGE AND STRIKE OFF. USE BULL FLOATS OR DERBIES TO SMOOTH THE SURFACE. H. CONCRETE CURING AND PROTECTION: 1. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURE, AND MAINTAIN DRYING AT A RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD OF TIME NECESSARY FOR HYDRATION OF CEMENT AND PROPER HARDENING. 2. START !NITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE AFTER PLACING AND FINISHING. WEATHER PERMITTING, KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 72 HOURS. 3. CURING METHODS: PERFORM CURING OF CONCRETE BY MOIST CURING, BY MOISTURE -RETAINING COVER CURING OR BY MEMBRANE CURING AS REQUIRED ACCORDING TO THE RECOMMENDATIONS OF THE ACI FOR THE PARTICULAR WORK, I. FINISHING 1, GENERAL: COMPLY WITH RECOMMENDATIONS IN ACI 302.1R FOR SCREEDING, RESTRAIGHTENING, AND FINISHING OPERATIONS FOR CONCRETE SURFACES. DO NOT WET CONCRETE SURFACES. 2. SCRATCH FINISH: WHILE STILL PLASTIC, TEXTURE CONCRETE SURFACE THAT HAS BEEN SCREEDED AND BULLFLOATED OR DARBIED. USE STIFF BRUSHES, BROOMS, OR RAKES. a. APPLY SCRATCH FINISH TO SURFACES INDICATED AND TO SURFACES TO RECEIVE CONCRETE FLOOR TOPPING OR MORTAR SETTING BEDS FOR CERAMIC OR QUARRY TILE, PORTLAND CEMENT TERRAllO, AND OTHER BONDED CEMENTITIOUS FLOOR FINISHES. 3. TROWEL FINISH: AFTER APPLYING FLOAT FINISH APPLY FIRST TROWEL FINISH AND CONSOLIDATE CONCRETE BY HAND OR POWEREDRIVEN TROWEL. CONTINUE TROWELING PASSES AND RESTRAIGHTEN UNTIL SURFACE IS FREE OF TROWEL MARKS AND UNIFORM IN TEXTURE AND APPEARANCE. GRIND SMOOTH ANY SURFACE DEFECTS THAT WOULD TELEGRAPH THROUGH APPLIED COATINGS OR FLOOR COVERINGS. a, APPLY A TROWEL FINISH TO SURFACES INDICATED AND TO FLOOR AND SLAB SURFACES EXPOSED TO VIEW OR TO BE COVERED WITH RESILIENT FLOORING, CARPET, CERAMIC OR QUARRY TILE SET OVER A CLEAVAGE MEMBRANE, PAINT, OR ANOTHER THIN FILMEFINISH COATING SYSTEM b. FINISH SURFACES TO THE FOLLOWING TOLERANCES, MEASURED WITHIN 24 HOURS ACCORDING TO ASTM E 1155/E 1155M FOR A RANDOMLY TRAFFICKED FLOOR SURFACE: I. SPECIFIED OVERALL VALUES OF FLATNESS, F(F) 35; AND LEVELNESS, F(L) 25; WITH MINIMUM LOCAL VALUES OF FLATNESS, F(F) 24; AND LEVELNESS, F(L)17; FOR SLABS EONEGRADE. 4. BROOM FINISH: APPLY A BROOM FINISH TO EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS, AND ELSEWHERE AS INDICATED. a, IMMEDIATELY AFTER FLOAT FINISHING, SLIGHTLY ROUGHEN TRAFFICKED SURFACE BY BROOMING WITH FIBER EBRISTLE BROOM PERPENDICULAR TO MAIN TRAFFIC ROUTE. COORDINATE REQUIRED FINAL FINISH WITH ARCHITECT BEFORE APPLICATION. J. TESTING 1. TESTING AGENCY: CONTRACTOR TO ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO PERFORM TESTING AND INSPECTION ITEMS AS DEFINED IN SECTION 014010 STRUCTURAL TESTS AND SPECIAL INSPECTIONS. CONTRACTOR IS REQUIRED TO COOPERATE WITH THE INDEPENDENT AGENCY FOR THE TESTS AND INSPECTIONS LISTED IN SECTION 014010 E STRUCTURAL TESTS AND SPECIAL! NSPECTIONS AND NOT FOR COMPLETING THOSE REQUIREMENTS. SECTION 055000 -METAL FABRICATIONS 1 1 SUMMARY A. SECTION INCLUDES: 1. MISCELLANEOUS STEEL FRAMING AND SUPPORTS. 2, METAL LADDERS. 3. METAL BOLLARDS. 4. LOOSE BEARING AND LEVELING PLATES, 5. STEEL PIPE HANDRAILS AND GUARDRAILS. B. PRODUCTS FURNISHED, BUT NOT INSTALLED, UNDER THIS SECTION INCLUDE THE FOLLOWING: 1. LOOSE STEEL LINTELS. 2. ANCHOR BOLTS, STEEL PIPE SLEEVES, SLOTTED -CHANNEL INSERTS, AND WEDGE -TYPE INSERTS INDICATED TO BE CAST INTO CONCRETE OR BUILT INTO UNIT MASONRY. 1.2 ACTION SUBMITTALS A. REFER TO THE REQUIRED SUBMITTAL LOGIN SECTION 013300 -SUBMITTAL PROCEDURES. B. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION DETAILS. INCLUDE PLANS, ELEVATIONS, SECTIONS, AND DETAILS OF METAL FABRICATIONS AND THEIR CONNECTIONS. SHOW ANCHORAGE AND ACCESSORY ITEMS. C. DELEGATED -DESIGN SUBMITTAL: FOR LADDERS, HANDRAILS, AND GUARDRAILS, INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. 1.3 METALS A. METAL SURFACES, GENERAL: PROVIDE MATERIALS WITH SMOOTH, FLAT SURFACES UNLESS OTHERWISE INDICATED. FOR METAL FABRICATIONS EXPOSED TO VIEW IN THE COMPLETED WORK, PROVIDE MATERIALS WITHOUT SEAM MARKS, ROLLER MARKS, ROLLED TRADE NAMES, OR BLEMISHES. B. STEEL PLATES, SHAPES, AND BARS: ASTM A 36/A 36M. C. STAINLESS -STEEL BARS AND SHAPES: ASTM A 276, TYPE 304 TYPICAL, TYPE 316L IN CORROSIVE ENVIRONMENTS D. STEEL TUBING: ASTM A 500/A 500M, COLD -FORMED STEEL TUBING. E. STEEL PIPE: ASTM A 53/A 53M, STANDARD WEIGHT (SCHEDULE 40) UNLESS OTHERWISE INDICATED. F. SLOTTED CHANNEL FRAMING: COLD -FORMED METAL BOX CHANNELS (STRUTS) COMPLYING WITH MFMA4. 1. SIZE OF CHANNELS: 1-5/8 BY 1-5/8 INCHES, OR AS INDICATED IN DRAWINGS. 2. MATERIAL: GALVANIZED STEEL, ASTM A 653/A 653M, STRUCTURAL STEEL, GRADE 33, WITH G90 COATING; 0.064-INCH MINIMUM NOMINAL THICKNESS. 3. MATERIAL: COLD -ROLLED STEEL, ASTM A 1008/A 1008M, STRUCTURAL STEEL, GRADE 33, 0.0528-INCH MINIMUM THICKNESS; 4. FINISH: REFER TO DRAWINGS. G. ALUMINUM EXTRUSIONS: ASTM B 221, ALLOY 6063-T6. H. ALUMINUM CASTINGS: ASTM B 26/B 26M, ALLOY 443.0-F. 1.4 MISCELLANEOUS MATERIALS A. SHOP PRIMERS: PRIMER FORMULATED FOR EXTERIOR USE OVER ZINC -COATED METAL AND COMPATIBLE WITH FINISH PAINT SYSTEMS INDICATED. B. GALVANIZING REPAIR PAINT: HIGH -ZINC -DUST -CONTENT PAINT COMPLYING WITH SSPC-PAINT 20 AND COMPATIBLE WITH PAINTS SPECIFIED TO BE USED OVER IT. 1.5 FABRICATION, GENERAL A. SHOP ASSEMBLY: PRE -ASSEMBLE ITEMS IN THE SHOP TO GREATEST EXTENT POSSIBLE, USE CONNECTIONS THAT MAINTAIN STRUCTURAL VALUE OF JOINED PIECES. B. OUT, DRILL, AND PUNCH METALS CLEANLY AND ACCURATELY. REMOVE BURRS AND EASE EDGES. REMOVE SHARP OR ROUGH AREAS ON EXPOSED SURFACES. C. WELD CORNERS AND SEAMS CONTINUOUSLY TO COMPLY WITH THE FOLLOWING: 1. USE MATERIALS AND METHODS THAT MINIMIZE DISTORTION AND DEVELOP STRENGTH AND CORROSION RESISTANCE OF BASE METALS. 2. OBTAIN FUSION WITHOUT UNDERCUT OR OVERLAP. 3. REMOV'E'WELDING FLUX IMMEDIATELY. 4. AT EXPOSED CONNECTIONS, FINISH EXPOSED WELDS AND SURFACES SMOOTH AND BLENDED. D. FORM EXPOSED CONNECTIONS WITH HAIRLINE JOINTS, FLUSH AND SMOOTH, USING CONCEALED FASTENERS OR WELDS WHERE POSSIBLE. LOCATE JOINTS WHERE LEAST CONSPICUOUS. E. FABRICATE SEAMS AND OTHER CONNECTIONS THAT ARE EXPOSED TO WEATHER IN A MANNER TO EXCLUDE WATER. PROVIDE WEEP HOLES WHERE WATER MAY ACCUMULATE. F. WHERE UNITS ARE INDICATED TO BE CAST INTO CONCRETE OR BUILT INTO MASONRY, EQUIP WITH INTEGRALLY WELDED STEEL STRAP ANCHORS NOT LESS THAN 8 INCHES FROM ENDS AND CORNERS OF UNITS AND 24 INCHES O.C. 1.6 MISCELLANEOUS FRAMING AND SUPPORTS A. GENERAL: PROVIDE STEEL FRAMING AND SUPPORTS NOT SPECIFIED IN OTHER SECTIONS AS NEEDED TO COMPLETE THE WORK. B. FABRICATE UNITS FROM STEEL SHAPES, PLATES, AND BARS OF WELDED CONSTRUCTION UNLESS OTHERWISE INDICATED. FABRICATE TO SIZES, SHAPES, AND PROFILES INDICATED AND AS NECESSARY TO RECEIVE ADJACENT CONSTRUCTION. 1. WHERE WOOD NAILERS ARE ATTACHED TO GIRDERS WITH BOLTS OR LAG SCREWS, DRILL OR PUNCH HOLES AT 24 INCHES O.C. 1.7 METAL LADDERS A, GENERAL: 1. COMPLY WITH ANSI A14.3. B. STEEL LADDERS: 1. SPACE SIDERAILS 18 INCHES APART UNLESS OTHERWISE INDICATED. 2. SIDERAILS: CONTINUOUS, 3/8-BY-2-1/2-INCH STEEL FLAT BARS, WITH EASED EDGES. 3. RUNGS: 3/4-INCH-DIAMETER STEEL BARS. 4. FIT RUNGS IN CENTERLINE OF SIDERAILS; PLUG -WELD AND GRIND SMOOTH ON OUTER RAIL FACES. 5. PROVIDE NONSLIP SURFACES ON TOP OF EACH RUNG. 6. PRIME EXTERIOR LADDERS, INCLUDING BRACKETS AND FASTENERS, WITH ZINC -RICH PRIMER. SECTION 024119 - SELECTIVE DEMOLITION 1.1 SUMMARY: DEMOLITION AND REMOVAL OF SELECTED PORTIONS OF BUILDING OR STRUCTURE, INCLUDING SALVAGE OF EXISTING ITEMS TO BE RECYCLED. 1.2 MATERIALS OWNERSHIP; UNLESS OTHERWISE INDICATED, DEMOLITION WASTE BECOMES PROPERTY OF CONTRACTOR. 1.3 INFORMATIONAL SUBMITTALS; STATEMENTS OF REGFRIGERANT RECOVERY; SIGNED BY REFRIGERANT RECOVERY TECHNICIAN. 1.4 QUALITY ASSURANCE: REFRIGERANT RECOVERY TECHNICIAN QUALIFICATIONS; CERTIFIED BY AN EPA- APPROVED CERTIFICA.T!ON PROGRAM. 1.5 FIELD CONDITIONS A. ,ADJACENT TENANTS WILL OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO ARES OF SELECTIVE DEMOLITION AREA. CONDUCT SELECTIVE DEMOLITION SO OTHER TENANT'S OPERATIONS WILL NOT BE DISRUPTED. B. CONDITICNS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSE WILL BE MAINTAINED BY OWNER AS FAR AS PRACTICAL. C. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND DRAWINGS BEFORE PROCEEDING WITH SELECTIVE DEMOLITION. D. HAZARDOUS MATERIALS; IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK. 1. ANY KNOWN HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER BEFORE START OF THE WORK. 2. IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT. E. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON -SITE IS NOT PERMITTED. F. UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. 1. MAINTAIN FIRE -PROTECTION FACILITIES IN SERVICE DURING SELECTIVE DEMOLITION OPERATIONS 1.6 PERFORMANCE REQUIREMENTS A. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE BEGINNING SELECTIVE DEMOLITION. COMPLY WITH HAULING AND LEGAL DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. G. STANDARDS: COMPLY WITH ASSE A10.6 AND NFPA 241, 1.7 EXAMINATION A. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE STARTING SELECTIVE DEMOLITION OPERATIONS. B. PERFORM AND/OR ENGAGE A PROFESSIONAL ENGINEER TO PERFORM AN ENGINEERING SURVEY OF CONDITION OF BUILDING TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY PORTION OF STRUCTURE OR ADJACENT STRUCTURES DURING SELECTIVE BUILDING DEMOLITION OPERATIONS. C. REFRIGERANT: BEFORE STARTING DEMOLITION, REMOVE REFRIGERANT FROM MECHANICAL EQUIPMENT ACCORDING TO 40 CFR 82 AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 1.8 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. EXISTING SERVICES/SYSTEMS TO REMAIN: MAINTAIN SERVICES/SYSTEMS INDICATED TO REMAIN AND PROTECT THEM AGAINST DAMAGE. B. EXISTING SERVICES/SYSTEMS TO BE REMOVED, RELOCATED, OR ABANDONED: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY DEMOLISHED. 1. ARRANGE TO SHUT OFF UTILITIES WITH UTILITY COMPANIES, BUT ONLY WHEN APPLICABLE. 2. IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, PROVIDE TEMPORARY SERVICES/SYSTEMS THAT BYPASS AREA OF SELECTIVE DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER PARTS OF BUILDING. 3. DISCONNECT, DEMOLISH, AND REMOVE FIRE -SUPPRESSION SYSTEMS, PLUMBING, AND HVAC SYSTEMS, EQUIPMENT, AND COMPONENTS INDICATED ON DRAWINGS TO BE REMOVED. C. PIPING TO BE REMOVED: REMOVE PORTION OF PIPING INDICATED TO BE REMOVED AND CAP OR PLUG REMAINING PIPING WITH SAME OR COMPATIBLE PIPING MATERIAL. D. PIPING TO BE ABANDONED IN PLACE: DRAIN PIPING AND CAP OR PLUG PIPING WITH SAME OR COMPATIBLE PIPING MATERIAL AND LEAVE IN PLACE. E, EQUIPMENT TO BE REMOVED: DISCONNECT AND CAP SERVICES AND REMOVE EQUIPMENT. F. EQUIPMENT TO BE REMOVED AND REINSTALLED: DISCONNECT AND CAP SERVICES AND REMOVE, CLEAN, AND STORE EQUIPMENT; WHEN APPROPRIATE, REINSTALL, RECONNECT, AND MAKE EQUIPMENT OPERATIONAL. G. DUCTS TO BE REMOVED: REMOVE PORTION OF DUCTS INDICATED TO BE REMOVED AND PLUG REMAINING DUCTS WITH SAME OR COMPATIBLE DUCTWORK MATERIAL. 1.9 PROTECTION A. TEMPORARY PROTECTION: PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOFLE AND DAMAGE TO ADJACENT TENANT'S AND FACILITIES TO REMAIN. B. TEMPORARY SHORING: DESIGN, PROVIDE, AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE STA.BIL!TY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND FINISHES TO REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED. 1.10 SELECTIVE DEMOLITION A. GENERAL.: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS: 1. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED, USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING. TEMPORARILY COVER OPENINGS TO REMAIN. 2. CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES. 3, DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME -CUTTING OPERATIONS. MAINTAIN PORTABLE FIRE -SUPPRESSION DEVICES DURING FLAME -CUTTING OPERATIONS, 4. MAINTAIN FIRE WATCH DURING AND FOR AT LEAST ONE HOUR AFTER FLAME -CUTTING OPERATIONS. 5. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING, 6. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY. COMPLY WITH REQUIREMENTS IN SECTION 017419 "CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL." i B. SITE ACCESS AND TEMPORARY CONTROLS: CONDUCT SELECTIVE DEMOLITION AND DEBRIS -REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. C. REMOVED AND REINSTALLED ITEMS: 1. CLEAN AND REPAIR ITEMS TO FUNCTIONAL CONDITION ADEQUATE FOR INTENDED REUSE. 2, PACK OR CRATE ITEMS AFTER CLEANING AND REPAIRING. IDENTIFY CONTENTS OF CONTAINERS, D. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN PERMITTED BY ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION DURING SELECTIVE DEMOLITION AND CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS AFTER SELECTIVE DEMOLITION OPERATIONS ARE COMPLETE. 1.11 CLEANING A. REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND RECYCLE OR DISPOSE OF THEM LAWFULLY, B. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. SECTION 033000 E CAST] 1WPLACE CONCRETE 1.1 GENERAL NOTES: A. MEASURING, MIXING AND PLACING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 304. B. PROTECTION AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACi 305,306 AND 308 C. ALL PERTINENT SECTIONS OF ACI 318 SHALL APPLY. 1.2 STEEL REINFORCEMENT: A. REINFORCING BARS: ASTM A 615, GRADE 60, DEFORMED, B. PLAIW,STEEL WELDED WIPE FABRIC: ASTM A 185, FABRICATED FROM AS EDRAWN STEEL WIRE INTO FLAT SHEETS C. REINFORCING STEEL SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH THE ACI 315. 1.3 CONCRETE MATERIALS: A. PORTLAND CEMENT: ASTM C 150, TYPE I/11. 1. FLY ASH: ASTM C 618, CLASS C OR F. 2. GROUND GRANULATED BLAST 6FURN.ACE SLAG: ASTM C 989, GRADE 100 OR 120. B. BLENDED HYDRAULIC CEMENT: ASTM C 595, TYPE IS, PORTLAND BLAST EFURNACE SLAG CEMENT. C. SILICA FUME: ASTM C 1240 AMORPHOUS SILICA. D. NORMALEWEIGHT AGGREGATE: ASTM C 33, UNIFORMLY GRADED, AND AS FOLLOWS: 1. CLASS: SEVERE WEATHERING REGION, BUT NOT LESS THAN 3S TYPICAL EXCEPT NOT LESS THAN 4S FOR CONCRETE PAVEMENTS, BRIDGE DECKS, DRIVEWAYS AND CURBS, WALKS, PATIOS, GARAGE FLOORS, EXPOSED FLOORS AND PORCHES, OR WATERFRONT STRUCTURES EXPOSED TO FREQUENT WETTING OR NOT LESS THAN 5S FOR EXPOSED ARCHITECTURAL CONCRETE. 2. NOMINAL MAXIMUM AGGREGATE SIZE: 1 INCH. E. WATER: POTABLE AND COMPLYING WITH ASTM C 94. 1.4 CONCRETE MIXES A. FOUNDATION WALL AND INTERIOR CONCRETE: 1. COMPRESSIVE STRNEGTH: 3,500 PSI AT 28 DAYS 2. SLUMP: 2 TO 4 INCHES B. CONCRETE EXPOSED TO WEATHER: 1. COMPRESSIVE STRNEGTH: 4,500 PSI AT 28 DAYS 2, SLUMP: 2 TO 3 INCHES C. INTERIOR FLOOR SLABS: 4,000 PSI AT 28 DAYS. 1. COMPRESSIVE STRNEGTH: 4,000 PSI AT 28 DAYS 2. SLUMP: 2 TO 4 INCHES 1.5 ADMIXTURES A. GENERAL: ADMIXTURES CERTIFIED BY MANUFACTURER TO CONTAIN NOT MORE THAN PA PERCENT WATER SOLUBLE CHLORIDE IONS BY MASS OF CEMENTITIOUS MATERIAL AND TO BE COMPATIBLE WITH OTHER ADMIXTURES AND CEMENTITIOUS MATERIALS. DO NOT USE ADMIXTURES CONTAINING CALCIUM CHLORIDE. B. AIREENTRAINING ADMIXTURE: ASTM C 260. C. WATEREREDUCING ADMIXTURE: ASTM C 494, TYPE A. D. HIGHCRANGE, WATER EREDUCING ADMIXTURE: ASTM C 494, TYPE F. � E. WATEREREDUCING AND ACCELERATING ADMIXTURE: ASTM C 494, TYPE E. F. WATEREREDUCING AND RETARDING ADMIXTURE: ASTM C 494, TYPE D. .6 FIBER REINFORCEMENT A. SYNTHETIC FIBER: FIBRILLATED POLYPROPYLENE FIBERS ENGINEERED AND DESIGNED FOR USE IN CONCRETE, COMPLYING WITH ASTM C 1116, TYPE Ill, 112 E TO I A/21LNCHES LONG. 1.7 REPAIR MATERIALS A. REPAIR UNDERLAYMENT: CEMENT Li BASED, POLYMER. 0MODIFIED, SELF C LEVELING PRODUCT THAT CAN BE APPLIED IN THICKNESSES FROM 118 INCH AND THAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOOR ELEVATIONS, 1. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED IN ASTM C 219. 2. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDED FOR SUBSTRATE, CONDITIONS, AND APPLICATION. 3. AGGREGATE: WELL oGRADED, WASHED GRAVEL, 1/8 C TO 1/4ANCH OR COARSE SAND AS RECOMMENDED BY UNDERLAYMENT MANUFACTURER. 4. COMPRESSIVE STRENGTH: NOT LESS THAN 4100 PSI AT 28 DAYS WHEN TESTED ACCORDING TO ASTM C 109/C 109M. B. REPAIR T OPPING: TRAFFIC EBEARING, CEMENTuBASED, POLY1%oiER SiMODiFLEC', SELF; LEVELING PRODUCT THAT CAN UE APPLIED IN THICKNESSES FROM 1/4 CINCH. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED IN ASTM C 219. 2. PRIMER: PRODUCT OF TOPPING MANUFACTURER RECOMMENDED FOR SUBSTRATE. CONDI T IONS, AND APPLICATION. 3. AGGREGATE: WELL °GRADED, WASHED GRAVEL, 1r8 E TO 1/4CI1J.CH OR COARSE SAND AS RECCM4MENDED BY rOPPING MANUFACTURER. 4. COMPRESSIVE STRENGTH: NOT LESS THAN 5700 PSI AT 28 DAYS WHEN TESTED A,,CORDIMdG TO ASTM C 108rC i,19M. 1.8 VAPOR BARRIER A. PLASTIC VAPOR BARRIER: ASTM E 1745, CLASS A, NOT LESS THAN 15 MILS THICK; INCLUDE MANUFACTURER'S RECOMMENDED ADHESIVE OR PRESSURE ESENSITIVE TAPE. B. VAPOR BARRIER SHALL COMPLY WITH THE FOLLOWING QUALITIES- Q. PERMEANCE OF LESS THAN 0.01 PERMS PER ASTM F 1249 OR ASTM E 96. a. MAINTAIN PERMEANCE OF LESS THAN 0.01 PERMS AFTER. MANDATORY COiND!TIONING TESTS PER ASTH E 15A SECTIONS 8, 11, 12, AND 13. SECTION 055000 - METAL FABRICATIONS (CONTINUED) 1.8 LADDER SAFETY CAGES A. PROVIDE SAFETY CAGES FOR LADDERS LONGER THAN 20 FEET PER OSHA. B. FABRICATE LADDER SAFETY CAGES TO COMPLY WITH ANSI A14.3. ASSEMBLE BY WELDING OR VV! T H STAINLESS -STEEL FASTENERS. C. PROVIDE PRIMARY HOOPS AT TOPS AND BOTTOMS OF CAGES AND SPACED NOT MORE THAN 20 FEET O.C. PROVIDE SECONDARY INTERMEDIATE HOOPS SPACED NOT MORE THAN 48 INCHES O.0 BETWEEN PRIMARY HOOPS. D. PRIME STEEL LADDER SAFETY CAGES, INCLUDING BRACKETS AND FASTENERS, WITH ZINC -RICH PRIMER. 1.9 METAL BOLLARDS A. FABRICATE METAL BOLLARDS FROM SCHEDULE 40 STEEL PIPE. B. SIZE: 6 INCHES NOMINAL DIAMETER UNLESS INDICATED OT HERWISE ON DRAWINGS, C. FILL STEEL PIPE WITH CONCRETE TO TOP AND PROVIDE 1 INCH CROWN. D. PRIME BOLLARDS WITH ZINC -RICH PRIMER, E. FINISH PAINT "SAFETY YELLOW" UNLESS INDICATED OTHERWISE. 1.10 LOOSE BEARING AND LEVELING PLATES A. PROVIDE LOOSE BEARING AND LEVELING PLATES FOR STEEL ITEMS BEARING ON MASONRY OR CONCRETE CONSTRUCTION. DRILL PLATES TO RECEIVE ANCHOR BOLTS AND FOR GROUTING. 1.11 EXTERIOR STEEL PIPE HANDRAILS AND GUARDRAILS A. DELEGATED DESIGN: ENGAGE A QUALIFIED PROFESSIONAL ENGINEER. AS DEFINED iN SECT;CN G140G0 "QUALI I'Y REQUIREMENTS," TO DESIGN RAILINGS, INCLUDING ATTACHMENT TO BUILDING CONSTRUCTION. B. STRUCTURAL PERFORMANCE: RAILINGS, INCLUDING ATTACHMENT T O BI iiLDING CONSTRUCTOOM,:. SHALL'W:T. Si AND I .- EFFECTS OF GRAVITY LOADS .AND THE FOLLOWING LOADS AND S REUSES'WITHIN LIMITS AND UNDER r ONDIT!UNS INUIC.A i ED, HANDRAILS AND TOP RAILS OF GUARDS: a. UNIFORM LOAD OF 50 LBF/ FT APPLIED IN ANY DIRECTION. b. CONCENTRATED LOAD OF 200 LBF APPLIED IN ANY DIRECTION. UNIFORM AND CONCENTRATED LOADS NEED NOT BE ASSUME) T O r+CT CONCURREN i+_Y. 2. INFILL OF GUARDS: a. CONCENTRATED LOAD OF 50 LB/FT APPLIED HORIZ0NT,4L Y ON AN ARE4 OF 1 SQ FT. b. INFILL LOAD AND OTHER LOADS NEED NOT BE ASSUMED T 0 ACT CONC,'URRENTLY. C. C. PIPE: ASTM A 53/A 53M, TYPE F OR TYPE S, GRADE A. STANDARD WEIGHT ;SCHEDULE 401, UNLESS ANOTHER GRADE AND WEIGHT ARE REQUIRED BY STRUCTURAL LOADS, SIZE: a. HANDRAIL: 1-1/2 INCH OUTSIDE DIAMETER. b. GUARDRAILS, POSTS, AND INFILL MEMBERS: 1-1/2 INCH OUTSIDE DiAMcTER, T+P!CPI D. 2 INCHES WHERE REQUIRED STRUCTURAL LOAD CONDITIONS, E PRIME STEEL PIPE HANDRAILS AND GUARDRAILS, INCLUDING POSTS AND INFILL MEMSERS, WITH ZINC -RICH PRIMER. E. FINISH: AS INDICATED IN DRAWINGS. G. FABRICATION: CUT, DRILL, AND PUNCH METALS CLEANLY AND ACCURATELY. REMOVE BURRS AND EASE EDGES TO A RADIUS OF APPROXIMATELY 1/32 INCH UNLESS OTHERWISE INDICATED. REMOVE SHARP OR ROUGH AREAS ON EXPOSED SURFACES. 2. WELDED CONNECTIONS: COPE COMPONENTS AT CONNECTIONS TO PROVIDE CLOSE FT, OR USE FITTINGS DESIGNED FOR THIS PURPOSE, WELD ALL AROUND AT CONNECTIONS, INCLUDING AT FITTINGS. 3, FORM CHANGES IN DIRECTION BY BENDING. 4. FOR CHANGES INDIRECTION MADE BY BENDING, USE JIGS TO PRODUCE UNIFORVi %LiRVATURE FOE! EACH REPETITIVE CONFIGURATION REQUIRED. MAINTAIN CROSS SECTION OF MEMBER THROUGHOUT ENTIRE BEND'WITHOU T BUCKLING, TWISTING, CRACKING, OR OTHERWISE DEFORN41NG EXPOSED SURFACES OF COMPONENTS, 5. WELD CAPS TO EXPOSED ENDS OF HANDRAILS OR GUARDRAILS WITH 1/8 INCH MINIMUM STEEL PLATE AND GRIND SMOOTH. 6. PROVIDE WALL RETURNS AT ENDS OF WALL -MOUNTED HANDRAILS UNLESS OTHERWISE INDICATED. 7. BRACKETS, FLANGES, FITTINGS, AND ANCHORS: PROVIDE WALL BRACKETS, FLANGES, MISCELLANEOUS FITTINGS, AND ANCHORS TO INTERCONNECT RAILING MEMBERS TO OTHER WORK UNLESS OTHERWISE INDICATED. 1.12 LOOSE STEEL LINTELS A. FABRICATE LOOSE STEEL LINTELS FROM STEEL ANGLES AND SHAPES OF SIZE INDICATED FOR OPENINGS AND RECESSES IN MASONRY WALLS AND PARTITIONS AT LOCATIONS INDICATED, B. GALVANIZE LOOSE STEEL LINTELS LOCATED IN EXTERIOR WALLS, UNLESS NOTED OTHERWISE. C. PRIME LOOSE STEEL LINTELS LOCATED IN EXTERIOR WALLS WITH ZINC -RICH PRIMER WHERE INDICATED. 1.13 FINISHES, GENERAL A. FINISH METAL FABRICATIONS AFTER ASSEMBLY, 1,14 STEEL ANDIRON FINISHES A. GALVANIZING: HOT -DIP GALVANIZE ITEMS AS INDICATED TO COMPLY WITH AG v' A 15+/A 153M FOR STEEL AND IRON HARDWARE AND WITH ASTM A 123/A 123M FOR OTHER STEEL .AND IRON PRODUCTS B. SHOP PRIME IRON AND STEEL ITEMS NOT INDICATED TO BE GALVANIZED UNLESS THEY ARE I U SE EMBEDDED IMv COM` CRATE, SPRAYED -ON FIREPROOFING, OR MASONRY, OR UNLESS OTHERWISE INi7!CATED SHOP PRIME WITH UNIVERSAL SHOP PRIMER UNLESS PRIMERS SPECIFIED IN SECTION !)95 -Yj "H,41. J ;',ZE I'"iDI'1'1 TE^. C. PREPARATION FOR SHOP PRIMING: PREPARE SURFACES TO COMPLY WIT;; REOU!REM-EN T S ii',001!;' I=D 6ELC`W- EXTERIOR ITEMS: SSPC-SP 6/NACE NO 3, "COMMERC!Ai. BLAST CLFAN! ":G." 2. ITEMS INDICATED TO RECEIVE ZINC -RICH PRIMER: SSPC-SP 51NACE NO.3,' COid MERC!AL BLAST CLEA.-,!iNG." 3, ITEMS INDICATED TO RECEIVE PRIMERS SPECIFIED IN SECTION 099100 "PAINT": SSPC-SP S/NACE NO 3, CMMM6ER.CiA'_ EL4S? CLEANING." 4. OTHER ITEMS: SSPC-SP 3, "POWER TOOL CLEANING." D. SHOP PRIMING: APPLY SHOP PRIMER TO COMPLY WITH SGPC-PA 1, "PAINT APPLICATiON SPECIFICATION NO. 1: SHOP, FIELD, AND MAINTENANCE PAINTING OF STEEL,' FOR SHOP PAINI I`vG. 1.15 INSTALLATION, GENERAL A. CUTTING, FITTING, AND PLACEMENT: PERFORM CUTTING. DRILLING. AND FITTING REQUIRED FOR INSTALLING METAL FABRICATIONS. SET METAL FABRICATIONS ACCURATELY IN LOCATION. ALIGNMENT, AND ELEVATION; WITH EDGES AND SURFACES LEVEL, PLUMB, TRUE, AND FREE OF RACK: AND MEASURED FR'IM ESTACUSHED LNES ANDLEVELS. B. FIT EXPOSE CONNECTIONS ACCURATELY TOGETHER TC FORM HAIRLINE JOINTS. WELD CONNECTIONS THAT ARE NOT TO BE LEFT AS EXPOSED JOINTS BUT CANNOT BE SHOP VVELDED 6ECAUSE (:,F SH!FP!NG SI::c LUA:TAT10NS. CC) NOT WELD; CU `' OP, ABRADE SURFACES OF EXTERIOR UNITS THAT HAVE BEEN HOT-D!P GAL`VA.!NIZEI� AFTER FASR.!CA.Tir0N Air, ERE FGR Bl:'LT: EC OR SCREWED FIELD CONNECTIONS. C. FIELD WELDING: COMPLY WITH THE FOLLOWING REQUIREMENTS: USE MATERIALS AND METHODS THAT MINIMIZE DISTORTION AND DEVELOP STRENGTH AND CORROSION RESISTANCE OF BASE METALS. 2. OBTAIN FUSION WITHOUT UNDERCUT OR OVERLAP. 3. REMOVE WELDING FLUX IMMEDIATELY. 4. AT EXPOSED CONNECTIONS, FINISH EXPOSED WELDS AND SURFACES SMOOTH AND BLENDED SO NO ROUGHNESS SHOWS AFTER FINISHING AND CONTOUR OF WELDED SURFACE h'LATrHES THAT OF ADJArEntT SURFACE. D FASTENING TO IN -PLACE CONSTRUCTION: PROVIDE ANCHORAGE DEVir;ES AND FASTENEPS WHERE METAI FABRICATIONS ARE REQUIRED TO BE FASTENED TO IN -PLACE CONSTRUCTION. E. PROVIDE TEMPORARY BRACING OR ANCHORS IN FORIMWORK FOR ITEMS THAT ARE TO BE BUILT INTO CONCRETE, MASONRY, OR SIMILAR CONSTRUCTION. 1.16 ADJUSTING AND CLEANING A. TOUCHUP PAINTING: IMMEDIATELY AFTER ERECTION, CLEAN FIELD WELDS, BOLTED CONNECTIONS. AND ABRADED AREAS. PAINT UNCOATED AND ABRADED AREAS WITH THE SAME MATERIAL AS USE FOR SHOP PAINTING TO COi✓PLY WITH SSPC,-PA 1 FOR TOUCHING UP SHOP -PAINTED SURFACES. B. GALVANIZED SURFACES: C�•EAN FIELD WELDS, BOLTED CONNECTIONS, AND ABRADED AREAS AND REPAIR GALVANIZING TO COMPLY WITH ASTM A 780/A 780M. SECTION 061053 MISCELLANEOUS ROUGH CARPENTRY 1.1 GENERAL: PROVIDE MISCELLANEOUS ROUGH CARPENTRY. A. STANDARDS: COMPLY WITH REQUIREMENTS OF AMERICAN PLYWOOD ASSOCIATION (APA) AND OTHER APPLICABLE CODE REQUIREMENTS. B. PLYWOOD: PROVIDE MINIMUM APA C-D EXTERIOR (CDX) PLYWOOD; STRESS RATED WHERE SPANNING SUPPORTING MEMBERS; FIRE -RETARDANT TREATED; MINIMUM 3/4" THICK UNLESS OTHERWISE INDICAT ED. PLYWOOD STANDARD: COMPLY WITH PS1 (ANSI A199.1). 2. PLYWOOD PANEL BOARDS: PROVIDE PANEL BOARDS FOR ELECTRICAL AND COMMUNICATION PANEL BOARDS; APA PLUGGED, INTERIOR TYPE PLYWOOD WITH EXTERIOR GLUE, FIRE -RETARDANT TREATED; MINIMUM,1.12" TRICK. 3. PLYWOOD BACKING PANELS: DOC PS 1, EXPOSURE 1, C-D PLUGGED, F!Rr RE-TI RDAN T TREAl EO NO- LESS THAN, :;Z THICKNESS. C. FASTENERS: PROVIDE FASTENERS AS REQUIRED FOR C01;PLETE, SECURE INSTAi. A,TiOIN OF crilS';:LLANE IS ;it i:: H CARPENTRY; D. GALVANIZED AT EXTERIOR LOCATIONS AND WHEN LIFD VVITH PRES UR'c;TREr?TED'vJ:;00: SIZE ANU TYPE TO SUIT APPLICATION; PROVIDE E. WASHERS FOR NUTS AND BOLTS. 1.2 INSTALLATION: COMPLY WITH REFERENCED STANDARCS AND APPL!CABLh CODE REOUIREIMENTS. A. PLYWOOD: COMPLY WITH APA RECOMMENDATIONS FOR FABRICATION AND INSTALLATION. B. PLACE MISCELLANEOUS ROUGH CARPENTRY TRUE TO LINES AND LE'V ELS. C. COORDINATE LOCATION SO ATTACHED WORK WILL COMPLY WITH DESIC--,N REQUIREMENT AND BE PROPERLY LOCATEr,. D. CONSTRUCT MEMBERS OF CONTINUOUS PIECES OF LONGEST POSSIBLE LENGTHS. E. FIT CARPENTRY WORK. TO OTHER WORK; SCRIBE AND COPE AS REQUIRED FOR ACCURATE FIT. F. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES BY ANCHORING AND FAST EEING AS REQUIRES BY RECOGNIZED STANDARDS, G. PROVIDE WASHERS UNDER BOLT HEADS AND NUTS IN CCNTAC•T'0!t'rH, 'ffi")0D 17038 F-C)jUlr►;bus Drive Tampa, Fr>ric--i 31 460 All reproduction & intellectual property rights reserved 2017 Project ✓ ---- -1"" A,. �,* D.. DMG (!=L) - EPHYHILL 5,93.5 7th Street ZephyrlhillIs, FI_ 33542- Dicpdred for DAVI T A MEDINCAL (3ROUP' In Association %mith: .EFS & ASSOCIATES, ES, ii ,-' '. t, T. "'ra, Hr ��;d,P.G;. �,.,I_ _r.G 13C1 j7i 1 T SARASOTI A. FL ,44231E PHONE: 941.955.4555 GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASHLEY DR. #900 TAiv11FA. FL PHONE: 813.54`16A�5 GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HAKE`,' 1000 N. ASHLEY DR #900 TAMPA, FL PHONE: 813 523.655 .:. ��. Professiagai Sean ;; �. . . +1. ,r --!. e t. 11 i:,n s• .T " _ , , ,_ .-- 7 .1 6 J '� I%-'�, ., n, - w n 1 2211 r`I f' 'I 5805 i i :'?2'-41 AI'v1 No. Revision Description Date 1 PERMTT AND BID SET 12,110/2018 -------------- No. Ravin ,.n Descrlgacn Date Draw-, Sy: IhIi C'herked BY: SRS Project Number: 18190 Sheet Title SPECIFICATION G!f.a:,Jlzvvna3S-:4v,� .r i{J,I,-,t',(,.T ,!,F.ie conizinL3 OT'iob„;ri. Shee: NLwnber __ I 1' II I ----I I.-I.l-- - - - I ' I I 111''I'll IIII _ ' I - _1 --- I 1 _ - - _ - - ---I _ ---- J Il A II _I SECTION 064116 - PLASTIC -LAMINATE -CLAD ARCHITECTURAL CABINETS 1.1 SUMMARY A. SECTION INCLUDES: PLASTIC -LAIdiINATE-FACED ARCHITECTURAL CABINETS AND COUNTERTOPS AND SOLID SURFACE COUNTERTOPS. 2. WOOD FURRING, BLOCKING, SHIMS, AND HANGING STRIPS FOR INSTALLING PLASTIC -LAMINATE -FACED ARCHITECTURAL CABINETS UNLESS CONCEALED WITHIN 0", HER CONSTRUCTION BEFtI CABINET INSTALLATION. 1.2 ACTION SUBMITTALS A. REFER TO THE REQUIRED SUBMi T i� AL LOGIN SECTION n13300 - SUBMITTAL PROCEDURES. B. PRODUCT DATA: FOR EACH TYPE OF PRODUCT, INCLUDING PANEL PRODUCTS, HIGH-PRESSURE DECORATIVE LAMINATE. ADHESIVE FOR BONDING PLASTIC LAMINATE, FIRE -RETARDANT -TREATED MATERIALS; AND CABINET HARDWARE AND ACCESSORIES. 1. FOR !NsTALLAT!ON ADHESIVES, INCLUDING PRINTED STATEIUIEMiT OF'JOC COhITEMI F. 2. FOR ADHESIVES AND COMPOSITE WOOD PROCUC I S, DOCUMENTATION INDICATING THAT PRODUCTS CONTAIN NO UREA FORMALDEHYDE C. SHOP DRAWINGS: SHOW LOCATION OF EACH ITEM, DIMENSIONED PLANS AND ELEVATIONS. LARGE-SCALE DETAILS, ATTACHMENT DEVICES, AND OTHER COMPONENTS. D. PHYSICAL SAMPLES: VERIFY WITH ARCHITECT. 1.3 QUALITY ASSURANCE A. FABRICATOR AND INSTALLER QUALIFICATIONS: CERTIFIED PARTICIPANT IN AWI'S QUALITY CERTIFICATION PROGRAM OR LICENSEE OF WI'S CERTIFIED COMPLIANCE PROGRAM. IA FIELD CONDITIONS A. ENV[RONN,II A.L. LIMITATIONS: DO NOT DELIVER, OR INSTALL CAB; NETS JNTiL BUILDING IS ENCLOSED, WET WORK !S COMPLETE, AND HVAC SYSTEM IS OPERATING AND MAINTAINING TEMPERATURE AND RELATIVE HUMIDITY AT OCCUPANCY LEVELS DURING THE REMAINDER OF THE CONSTRUCTION PERIOD. 1.5 PLASTiC-LAMINATE-FACED ARCHITECTURAL CABINETS AND COUNTERTOPS A. QUALITY STANDARD: UNLESS OTHERWISE INDICATED, COMPLY WITH THE "ARCHITECTURAL WOODWORK STANDARDS" FOR GRADES OF ARCHITECTURAL PLASTIC -LAMINATE CABINETS AND COUNTERTOPS INDICATED FOR CONSTRUCTION, FINISHES, INSTALLATION, AND OTHER REQUIREMENTS. B. GRADE: PREMIUM. C. HIGH-PRESSURE DECORATIVE LAMINATE: NEMA LD 3, GRADES AS INDICATED OR IF NOT INDICATED, AS REQUIRED BY WOODWORK QUALITY STANDARD. 1. BASIS OF DESIGN: (AS INDICATED ON THE DRAWINGS). a. WILSONART HIGH PRESSURE LAMINATES. b. FORMICA HIGH PRESSURE LAMINATES. 2. FINISHES: MATTE FINISH OR AS INDICATED ON DRAWINGS. 3, SURFACE BURNING CHARACTERISTICS IN ACCORDANCE WITH ASTM E84. 4. LAMINATE CLADDING FOR EXPOSED SURFACES: a. HORIZONTAL SURFACES: GRADE HGS, b. POSTFORMED SURFACES: GRADE HGP. C. VERTICAL SURFACES: GRADE VGS. d. PATTERN DIRECTION: VERTICALLY FOR DRAWER FRONTS, DOORS, AND FIXED PANELS. 5, MATERIALS FOR SEMI EXPOSED SURFACES: a. SURFACES OTHER THAN DRAWER BODIES; THERMOSET DECORATIVE PANELS. b. DRAWER SIDES AND BACKS: THERMOSET DECORATIVE PANELS WITH PVC EDGE BANDING. C. DRAWER, BOTTOMS: THERMOSET DECORATIVE PANELS. G. CABINET CONSTRUCTION 1. TYPE OF CONSTRUCTION': FRAMELESS. 2. CABINET, DOOR, AND DRAWER FRONT INTERFACE STYLE: FLUSH OVERLAY. 3. REVEAL DIMENSION: AS INDICATED ON CONSTRUCTION DOCUMENTS H. COUNTERTOP CONSTRUCTION 1. EDGE TREATMENT: 3-MM PVC EDGING OR AS INDICATED. 2. CORE MATERIAL AT SINKS: PARTICLEBOARD MADE WITH EXTERIOR GLUE, MEDIUM -DENSITY FIBERBOARD MADE WITH EXTERIOR GLUE, OR EXTERIOR -GRADE PLYWOOD. 3, BUILDUP COUNTERTOP THICKNESS TC' 1-ti8' INCHES AT FRONT, BACK, AND ENDS 011TH ADDITIONAL LAYERS OF CORE III. ER!AL LAMINATED TO TOP 4 BACKER SHEET: PROVIDE PLASTIC-I-AMINATE BACKER SHEET. NENIA LD 3, GRADE BIG.., ON UNDERSIDE OF COUNTERTOP SUBSTRATE. I. DUST PANELS! 1/4-INCH PLYWOOD OR TEMPERED HARDBOARD ABOVE COMPARTMENTS AND DRAWERS UNLESS LOCATED DIRECTLY UNDER TOPS. 1.6 WOOD MATERIALS A. WOOD PRODUCTS: PROVIDE MATERIALS THAT COMPLY WITH REQUIREMENTS OF REFERENCED QUALI"( STANDARD FOR EACH TYPE OF WOODWORK AND QUALITY GRADE SPECIFIED UNLESS OTHERWISE INDICATED. 1. WOOD MOISTURE CONTENT: 8 TO 13 PERCENT, B. COMPOSITE WOOD AND AGRIRBER PRODUCTS: PROVIDE MATERIALS THAT COMPLY WITH REQUIREMENTS OF REFERENCED QUALITY STANDARD FOR EACH TYPE OF WOODWORK AND QUALITY GRADE SPECIFIED UNLESS OTHERWISE INDICATED. 1. RECYCLED CONTENT OF MEDIUM -DENSITY FIBERBOARD AND PARTICLEBOARD: POSTCONSUMER RECYCLED CONTENT PLUS ONF-HALF OF P4E-CONSUMER RECYCLED CONTENT NOT LESS THAN 20%PERCENT. 2. COMPOSITE WOOD AND AGRIFIBER PRODUCTS: PRODUCTS SHALL COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES' "STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALLSCALE ENVIRONMENTAL CHAMBERS." 3, MEDIUM -DENSITY FIBERBOARD: ANSI A208.2, GRADE 130, PREMIUM GRADE, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. 4. PARTICLEBOARD: ANSI A208.1, GRADE M-2, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. 5. SOFTWOOD PLYWOOD: DOC PS 1, MEDIUM -DENSITY OVERLAY. 6. MARINE GRADE PLYWOOD: DOC PS 1-95, APA B-B. 7. VENEER -FACED PANEL PRODUCTS (HARDWOOD PLYWOOD): HPVA HP-1, MADE WITH ADHESIVE CONTAINING NO UREA FORMALDEHYDE. 8. THERMOSET DECORATIVE PANELS: PARTICLEBOARD OR MEDIUM -DENSITY FIBERBOARD FINISHED WITH THERMALLY FUSED, MELAMINE -IMPREGNATED DECORATIVE PAPER AND COMPLYING WITH REQUIREMENTS OF NEMA LD 3, GRADE VGL, FOR TEST METHODS 3.3, 3.4, 3.6, 3.8, AND 3,10. 1.7 FIRE -RETARDANT -TREATED MATERIALS A. FIRE -RETARDANT -TREATED MATERIALS, GENERAL: WHERE FIRE -RETARDANT -TREATED MATERIALS ARE INDICATED, USE MATERIALS COMPLYING WITH REQUIREMENTS IN THIS ARTICLE THAT ARE ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND WITH FIRE -TEST -RESPONSE CHARACTERISTICS SPECIFIED AS DETERMINED BY TESTING IDENTICAL PRODUCTS PER TEST METHOD INDICATED BY A QUALIFIED TESTING AGENCY. 1. IDENTIFY FIRE -RETARDANT -TREATED MATERIALS WITH APPROPRIATE CLASSIFICATION MARKING OF QUALIFIED TESTING AGENCY IN THE FORM OF REMOVABLE PAPER LABEL OR IMPRINT ON SURFACES THAT WILL BE CONCEALED FROM VIEW AFTER INSTALLATION. B. FIRE -RETARDANT -TREATED LUMBER ,AND PLYWOOD: PRODUCTS WITH A FLAME -SPREAD INDEX OF 25 OR LESS WHEN TESTED ACCORDING TO ASTM E 84.'INITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION WHEN THE TESTIS EXTENDED AN ADDITIONAL 20 MINUTES, AND WITH THE FLAME FRONT NOT EXTENDING MORE THAN 10.5 FEET BEYCND THE CENTERLINE OF THE BURNERS AT ANY TIME DURING THE TEST. 1. KILN DRY LUMBER AND PLYWOOD AFTER TREATMENT TO A MAXIMUM MOISTURE CONTENT OF 19 AND 15 PERCENT, RESPECTIVELY. 1.8 CABINET HARDWARE AND ACCESSORIES C. FRAMELESS CONCEALED HINGES (EUROPEAN TYPE): BHMA A!56.9, B01602: 100 DEGREES OF OPENING. D. PIANO HINGES: BHMA A156.9, STAINLESS STEEL E. RACK -MOUNTED PULLS: 9HMA A156.9, 1302011. R ',WIRE PULLS: 2ACK MMOUNTEr�, SOU1) IV%:ETAL, 41INCHES LQii(.';. -3;8" i;":CH. ES DEEP -!NL i 5116 INCH IN Di,A,METER. G. ADJUSTABLE SHELF STANDARDS AND SUPPORTS: BHMA .A156 9, B040/1; 'i'iiTH SHELF RESTS, 804081. H. SHELF RESTS: BHh1A A155.92 804013; METAL, TWO rIN TYPE WITH 3,.ELF HOLD-DOWN CLIP. !. DRAVVER SLIDES: BHMA A156.9. 1. GRADE 1 AND GRADE 2: SIDE MOUNTED AND EXTENDING UNDER BOTTOM EDGE OF DRAWER; FULL EXTENSION TYPE; EPDXY COATED STEEL WITH POLYMER ROLLERS. 2. GRADE 1HD-100 AND GRADE 1HD-200: SIDE MOUNTED; FULL -EXTENSION TYPE; ZINC -PLATED STEEL BALL -BEARING SLIDES. 3. FOR DRAWERS NOT MORE THAN 3 INCHES (75 MM) HIGH AND NOT MORE THAN 24 INCHES' 600 MM) WIDE, PROVIDE GRADE 1. 4. FOR DRAWERS MORE THAN 3 INCHES (75 MM) HIGH BUT NOT MORE THAN 6 INCHES (150 MM) HIGH AND NOT MORE THAN 24 INCHES (600 MM) WIDE, PROVIDE GRADE 1 HD-100. 5, FOR DRAWERS MORE THAN 6 INCHES (150 MM) HIGH OR MORE THAN 24 INCHES (600 MM) WIDE, PROVIDE GRADE 1HD-200. 6. FOR COMPUTER KEYBOARD SHELVES, PROVIDE GRADE 1HD-100. 7. FOR TRASH BINS PROVIDE GRADE 1HD-200. J. DOOR LOCKS: BFINIA A156.1 I., E07121. K. DRAWER LOCKS: BHMA A156.11, E07041, L. DOOR AND DRAWER SILENCERS: BHMA A156.16, L03011. M. EXPOSED HARDWARE FINISHES: STAIN STAINLESS STEEL, BHMA 630 N. GROMMETS FOR CABLE PASSAGE THROUGH COUNTERTOPS: 2-INCH, COLOR TO MATCH COUNTERTOP FINISH, MOLDED - PLASTIC GROMMETS AND MATCHING PLASTIC CAPS WITH SLOT FOR WIRE PASSAGE. 1.9 MISCELLANEOUS MATERIALS A. FURRING, BLOCKING, SHIMS, AND HANGING STRIPS: FIRE -RETARDANT -TREATED SOFTWOOD LUMBER, KILN DRIED TO LESS THAN 15 PERCENT MOISTURE CONTENT. B. ANCHORS: SELECT MATERIAL, TYPE, SIZE, AND FINISH REQUIRED FOR EACH SUBSTRATE FOR SECURE ANCHORAGE. PROVIDE METAL EXPANSION SLEEVES OR EXPANSION BOLTS FOR POST -INSTALLED ANCHORS. USE NONFERROUS -METAL OR HOT -DIP GALVANIZED ANCHORS AND INSERTS AT INSIDE FACE OF EXTERIOR WALLS AND AT FLOORS. C. ADHESIVES: DO NOT USE ADHESIVES THAT CONTAIN UREA FORMALDEHYDE. D. ADHESIVES: USE ADHESIVES THAT MEET THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES' "STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS." E. ADHESIVE FOR BONDING PLASTIC LAMINATE: UN -PIGMENTED CONTACT CEMENT. F. ADHESIVE FOR BONDING EDGES: HOT -MELT ADHESIVE OR ADHESIVE SPECIFIED ABOVE FOR FACES. 1.10 EXAMINATION & PREPARATION A. EXAMINE SURFACES FOR CONDITIONS THAT WOULD ADVERSELY AFFECT DECORATIVE PLASTIC LAMINATE SURFACING OR EDGE PERFORMANCE. B. BEFORE INSTALLATION, CONDITION CABINETS TO AVERAGE PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS. 1.11 INSTALLATION A. GENERAL: INSTALL DECORATIVE PLASTIC LAMINATE IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, APPROVED SUBMITTALS AND REQUIREMENTS OF DIVISION 6 SECTION "FINISH CARPENTRY" & "INTERIOR ARCHITECTURAL WOODWORK". 3. INSTALL CABINETS LEVEL, PLUMB, TRUE, AND STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. INSTALL LEVEL AND PLUMB TO A TOLERANCE OF 1/8 INCH IN 96 INCHES. C. SCRIBE AND CUT CABINETS TO FIT ADJOINING WORK, REFINISH CUT SURFACES, AND REPAIR DAMAGED FINISH AT CUTS. D. ANCHOR CABINETS TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY ATTACHED TO SUBSTRATES. SECURE WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING. USE FINE FINISHING NAILS OR FINISHING SCREWS FOR EXPOSED FASTENING, COUNTERSUNK AND FILLED FLUSH WITH WOODWORK. E. CABINETS: INSTALL WITHOUT DISTORTION SO DOORS AND DRAWERS FIT OPENINGS PROPERLY AND ARE ACCURATELY ALIGNED. ADJUST HARDWARE TO CENTER DOORS AND DRAWERS IN OPENINGS AND TO PROVIDE UNENCUMBERED OPERATION. COMPLETE INSTALLATION OF HARDWARE AND ACCESSORY ITEMS AS INDICATED. SECTION 068316 - FIBERGLASS REINFORCED PANELING 1.1 SECTION INCLUDES: FIBERGLASS REINFORCED PLASTIC (FRP) WALL PANELS. 1.2 ACTION SUBMITTALS: REFER TO THE REQUIRED SUBMITTAL LOGIN SECTION 013300 -SUBMITTAL PROCEDURES 1.3 QUALITY ASSURANCE A. INSTALLER'S QUALIFICATIONS: INSTALLER REGULARLY ENGAGED, FOR A MINIMUM OF 5 YEARS, IN INSTALLATION OF FRP PANELS OF SIMILAR TYPE TO THAT SPECIFIED. B. STORAGE AND HANDLING REQUIREMENTS: STORE AND HANDLE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 1.4 AMBIENT CONDITIONS A. FOLLOW MANUFACTURERS WRITTEN INSTRUCTIONS. B. DURING INSTALLATION AND WITHIN 48 HOURS BEFORE INSTALLATION, MAINTAIN AMBIENT TEMPERATURE AND RELATIVE HUMIDITY WITHIN LIMITS REQUIRED BY TYPE OF FRP PANEL ADHESIVE USED AND ADHESIVE MANUFACTURER'S INSTRUCTIONS. 1.5 WARRANTY A. MANUFACTURER'S SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE FRP PANELS THAT FAIL WITHIN SPECIFIED WARRANTY PERIOD. B. INSTALLER'S SPECIAL WARRANTY: INSTALLER'S STANDARD FORM IN WHICH INSTALLER AGREES TO REPAIR OR REPLACE FRP PANELS THAT FAIL DUE TO POOR WORKMANSHIP OR FAULTY INSTALLATION WITHIN SPECIFIED 1.6 FRP PANELS AND ACCESSORIES A. REFER TO DRAWINGS FOR PRODUCTS AND FINISHES. B. PANEL DIMENSIONS: USE MAXIMUM MANUFACTURED SIZE. C. MOLDINGS, TRIM, AND CAPS: 1-PIECE EXTRUDED POLYPROPYLENE OR PVC, CONFIGURED TO COVER PANEL EDGES AND CORNERS, D. PANEL ADHESIVE: AS RECOMMENDED BY FRP PANEL MANUFACTURER FOR REQUIRED SUBSTRATES. 1.7 PREPARATION A. CLEAN SUBSTRATES TO REMOVE SUBSTANCES THAT COULD IMPAIR BOND OF ADHESIVE, INCLUDING OIL, GREASE, DIRT DUST, OR OTHER CONTAMINATES. B. ACCLIMATE FRP PANELS BY UNPACKING AND PLACING IN INSTALLATION SPACE A MINIMUM OF 24 HOURS BEFORE INSTALLATION. 1.8 INSTALLATION A. INSTALL FRP PANELS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AT LOCATIONS INDICATED ON THE DRAWINGS B. INSTALL FRP PANELS PLUMB, LEVEL, SQUARE, FLAT, AND IN PROPER ALIGNMENT. C. INSTALL TRIM ACCESSORIES WITH ADHESIVE AND NAILS OR STAPLES. D. SEALANT: 1. FILL GROOVES IN TRIM ACCESSORIES WITH SEALANT BEFORE INSTALLING FRP PANELS. 2. BED INSIDE CORNER TRIM IN BEAD OF SEALANT. 3. REI`I EXCESS SEALANT AND SMEARS AS FRP PANELS ARE INSTALLED. 4. CLEAN IN ACCORDANCE WITH SEALANT MANUFACTURER'S INSTRUCTIONS. SECTION 072100 o THERMAL AND ACOUSTIC INSULATION 1.1 SUMMARY A, SECTION INCLUDES: 1. EXTRUDED POLYSTYRENE FOAM -PLASTIC BOARD. , FIBERGLASS BATT AND BLANKET, 1.2 ACTION SUBMITTALS: REFER TO THE REQUIRED SUBMITTAL LOG IN SECTION 013300 - SUBMITTAL PROCEDURES. 1.3 MATERIALS A. EXTRUDED POLYSTYRENE BOARD, TYPE IV, ASTM C 578, TYPE IV, 25-PSI MINIMUM COMPRESSIVE STRENGTH; UNFACED; MAXIMUM FLAME -SPREAD AND SMOKE -DEVELOPED INDEXES OF 25 AND 450, RESPECTIVELY, PER ASTM E 84. MINIMUM R-5 PER INCH, B. MINERAL -WOOL BATT, UNFACED: ASTM C 665, TYPE I (BLANKETS WITHOUT MEMBRANE FACING); CONSISTING OF FIBERS; WITH MAXIMUM FLAME -SPREAD AND SMOKE -DEVELOPED INDEXES OF 25 AND 50, RESPECTIVELY, PER ASTM E 84; PASSING ASTM E 136 FOR COMBUSTION CHARACTERISTICS. MINIMUM R-3.5 PER INCH. C. MINERAL -WOOL BLANKET, REINFORCED -FOIL FACED: ASTM C 665, TYPE III (REFLECTIVE FACED), CLASS A (FACED SURFACE WITH A FLAME -SPREAD INDEX OF 25 OR LESS PER ASTM E 84); CATEGORY 1(MEMBRANE IS A VAPOR BARRIER), FACED WITH FOIL SCRIM, FOIL -SCRIM KRAFT, OR FOIL -SCRIM POLYETHYLENE. MINIMUM R-3.5 PER INCH. D. FIBERGLASS BATT, UNFACED: ASTM C 665, TYPE II, CLASS C (BLANKETS WITHOUT MEMBRANE FACING); CONSISTING OF FIBERGLASS FIBERS; WITH MAXIMUM FLAME -SPREAD AND SMOKE -DEVELOPED INDEXES OF 25 AND 50. RESPECTIVELY, PER ASTM E 84; PASSING ASTM E 136 FOR COMBUSTION CHARACTERISTICS. MINIMUM R-3.5 PER INCH. C. FIBERGLASS BLANKET, REINFORCED -FOIL FACED: ASTM C 665, TYPE 111, CLASS C (REFLECTIVE FACED), CLASS A (FACED SURFACE WITH A FLAME -SPREAD INDEX OF 25 OR LESS PER ASTM E 84); CATEGORY 1 (MEMBRANE IS A VAPOR BARRIER), FACED WITH FOIL SCRIM, FOIL -SCRIM KRAFT, OR FOIL -SCRIM POLYETHYLENE. MINIMUM R-3.5 PER INCH. 1.4 ACCESSORIES A. VAPOR BARRIER: 10-MIL POLYETHYLENE. B. INSULATION ANCHORS, SPINDLES, AND STANDOFFS: AS RECOMMENDED BY MANUFACTURER. C. ADHESIVE FOR BONDING INSULATION: PRODUCT COMPATIBLE WITH INSULATION AND AIR AND WATER BARRIER MATERIALS, AND WITH DEMONSTRATED CAPABILITY TO BOND INSULATION SECURELY TO SUBSTRATES WITHOUT DAMAGING INSULATION AND SUBSTRATES. SECTION 072619 TOPICAL MOISTURE VAPOR EMISSION SYSTEM 1.1 SUMMARY A., THIS SECTION INCLUDES A SINGLE -COAT, FAST CURING. 100% SOLIDS EPDXY MOISTURE MANAGEMENT SYSTEM FORMULATED TO SUPPRESS EXCESSIVE MOISTURE VAPOR EMISSIONS IN NEW OR EXISTING CONCRETE. 1.2 ACTION SUBMITTALS A PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED, INCLUDE MANUFACTURER'S MATERIAL SAFETY DATA SHEETS. 1.3 QUALITY ASSURANCE A, INSTALLATION OF THE MOISTURE MITIGATION PRODUCT MUST BE COMPLETED BY.A CERTIFIED APPLICATOR USING MIXING EQUIPMENT AND TOOLS APPROVED BY THE MANUFACTURER. B. PRODUCTS USED FOR WORK IN THIS SECTION SHALL BE MANUFACTURED BY COMPANIES WHICH HAVE SUCCESSFULLY SPECIALIZED IN PRODUCTION OF THIS TYPE OF WORK FOR NOT LESS THAN 10 YEARS. CONTACT MANUFACTURERS REPRESENTATIVE PRIOR TO INSTALLATION. 1.4 WARRANTY: MANUFACTURERS STANDARD WARRANTY. 1.5 DELIVERY, STORAGE AND HANDLING: COMPLY WITH MANUFACTURERS WRITTEN INSTRUCTIONS 1.6 PROJECT CONDITIONS: COMPLY WITH MANUFACTURERS WRITTEN INSTRUCTIONS. 1.7 TOPICAL MOISTURE VAPOR EMMISION SYSTEM A. ONE -COAT MOISTURE CONTROL SYSTEM FOR CONCRETE. 1. BASIS OF DESIGN: ARDEX OR EQUAL APPROVED BY ARCHITECT. 2. PERFORMANCE AND PHYSICAL PROPERTIES: MEET OR EXCEED THE FOLLOWING VALUES FOR MATERIAL CURED AT 70° F+/-3° F AND 50%+/- 5% RELATIVE HUMIDITY: a. APPLICATION: MANUAL b. MATERIAL REQUIREMENTS ON CSP 3 PREPARED CONCRETE: MAX 270 SQ. FT. PER MIXED UNITS FOR 10 MILS. c. PERMEABILITY (ASTM E96): <0.06 PERMS d. 14 PH SOLUTION (ASTM D1308): NO EFFECT e. VOC: OG/L, CALCULATED SCAQMD 1113 f. WALKABLE: MINIMUM OF 4 HOURS SECTION 072100 TOPICAL MOISTURE VAPOR EMISSION SYSTEM (CONTINUED) 1.8 HYDRAULIC CEMENT UNDERLAYMENT A. HYDRAULIC CEMENT -BASED SELF -LEVELING UNDERLAYMENT. 1. PERFORMANCE AND PHYSICAL PROPERTIES: MEET OR EXCEED THE FOLLOWING VALUES FOR MATERIAL CURED AT 70" F +/-3° F AND 50%+/I RELATIVE HUMIDITY: a. APPLICATION: BARREL MIX OR PUMP b FLOW TIME: 10 MINUTES c. INITIAL SET: APPROX. 30 MINUTES d. FINAL SET: APPROX. 90 MINUTES e. COMPRESSIVE STRENGTH: MINIMUM 4100 PSI AT 28 DAYS, ASTM C109M. f. FLEXURAL STRENGTH: 10% PSI AT 23 DAYS, ASTM C78. g. VOC: 0 G1, CALCULATED SCAQMD 1113 1.9 WATER A. WATER SHALL BE CLEAN, POTABLE, AND SUFFICIENTLY COOL (NOT WARMER THAN 70- F). 1.10 PREPARATION A. CONCRETE SUBFLOORS: PREPARE SUBSTRATE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, 1. PRIOR TO PROCEEDING, REFER TO ASTM F710 STANDARD PRACTICE FOR PREPARING CONCRETE FLOORS TO RECEIVE RESILIENT FLOORING. ALL CONCRETE SUBFLOORS MUST BE SOUND, SOLID, CLEAN, AND FREE OF ALL OIL, GREASE, DIRT, CURING COMPOUNDS AND ANY SUBSTRATE THAT MIGHT ACT AS A BOND BREAKER BEFORE APPLICATION, 2. MECHANICALLY PREPARE THE SURFACE TO OBTAIN A MINIMUM ICRI CONCRETE SURFACE PROFILE OF 3 (CSP 3). THE SUBSTRATE PREPARATION MUST BE BY MECHANICAL MEANS, SUCH AS SHOT BLASTING. 3. THE CONCRETE MIDST HAVE A MINIMUM TENSILE STRENGTH OF AT LEAST 150 PSI FOR AREAS TO RECEIVE NORMAL FOOT TRAFFIC, AND 200 PSI FOR AREA OF HEAVY COMMERCIAL TRAFFIC WHEN TESTED IN ACCORDANCE WITH ASTM C1583. THE CONCRETE SURFACE CAN BE DAMP, BUT MUST BE FREE OF STANDING WATER. 4, PRIOR TO BEGINNING THE INSTALLATION, MEASURE THE RELATIVE HUMIDITY WITHIN THE CONCRETE (ASTM F2170). FOR THESE RELATIVE HUMIDITY METHODS, THE RH SHALL NOT EXCEED 100%. NO STANDING WATER SHALL BE PRESENT. 5. TO ACHIEVE A CONTINUOUS MOISTURE BARRIER, FORMANT CONTROL JOINTS AND DORMANT CRACKS GREATER THAN A HAIRLINE (1/32") MUST BE PRE -FILLED WITH A TWO-PART, LOW VISCOSITY, 100% SOLIDS, RIGID CRACK AND JOINT FILLER. FORMANT CRACKS AND DORMANT SAW CUTS MUST BE FILLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, ONCE THE DORMANT CRACKS AND DORMANT SAW CUTS HAVE BEEN FILLED PROPERLY, BROADCAST SAND TO REFUSAL, AND ALLOW THESE AREAS TO SURE THOROUGHLY, REMOVE ALL EXCESS SAND PRIOR TO PROCEEDING. 1.11 INSTALLATION A, EXAMINE SUBSTRATE AND CONDITIONS UNDER WHICH MATERIALS WILL BE INSTALLED. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. B. COORDINATE INSTALLATION WITH ADJACENT WORK TO ENSURE PROPER SEQUENCE OF CONSTRUCTION. PROTECT ADJACENT AREAS FROM CONTACT DUE TO MIXING AND HANDLING OF MATERIALS. C. MIXING: COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS. D. APPLICATION: COMPLY WITH MANUFACTURE'S PRINTED INSTRUCTIONS. 1.12 PROTECTION A. PRIOR TO THE INSTALLATION OF THE FINISH FLOORING, THE SURFACE OF THE UNDERLAYMENT SHOULD BE PROTECTED FROM ABUSE BY OTHER TRADES BY THE USE OF PLYWOOD, MASONITE OR OTHER SUITABLE PROTECTION COURSE. SECTION 07 8400 - FIRESTOPPING 1.1 SECTION INCLUDES FIRESTOPPING MATERIALS AT OPENINGS, PENETRATIONS, VOIDS, AND PERIPHERY OF FIRE RATED CONSTRUCTION. WORK INCLUDES. BUT NOT LIMITED TO, FIRESTOPPING JOINTS IN THE FOLLOWING: A. WALLS AND PARTITIONS ABU T T!NG OTHER MATERIALS INCLUDING DECK. B. PENETRATIONS IN WALLS, PARTITIONS, OR SHAFTS, C. PENETRATIONS IN FLOOR ASSEMBLIES, 1.2 FIRESTOPPING RESPONSIBILITY: THE TRADE CAUSING, REQUIRING THE LARGEST PROPORTION OF THE PENETRATION. 1.3 FIRESTOPPING DEFINED: AN ASSEMBLY TO RETAIN THE INTEGRITY OF TIME RATED CONSTRUCTION BY MAINTAINING AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FLAME, SMOKE, AND GASES AT PENETRATIONS AND VOIDS. 1.4 REFERENCE STANDARDS A. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): E 119-98 FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS. E 814-97 FIRE TESTS OF THROUGH -PENETRATION FIRE STOPS. B. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA): 70-1996 NATIONAL ELECTRIC CODE 101-1997 CODE FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND STRUCTURES (LIFE SAFETY CODE). C. UNDERWRITERS LABORATORIES (UL): UL 1479 FIRE TESTS OF THROUGH -PENETRATION FIRE STOPS UL 2079 TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SYSTEMS. FIRE RESISTANCE DIRECTORY, 1998 OR LATEST EDITION. 1.5 PERFORMANCE REQUIREMENTS: A. FIRESTOPPING TO MEET THE REQUIREMENTS LISTED BELOW FOR A DURATION NOT LESS THAN REQUIRED FOR THE TIME RATED CONSTRUCTION ASSEMBLY. PENETRATIONS; ASTM E 814, PERIMETER OPENINGS; ASTM E 119. B. FIRESTOPPING IN FLOORS HAVING VOID OPENINGS OF 4 INCHES OR MORE TO BE REINFORCED OR COVERED TO SUPPORT THE FLOOR LOAD REQUIREMENTS; ALL IN A MANNER ACCEPTABLE TO THE ARCHITECT. FIRESTOPPING TO ACCOMMODATE DIFFERENTIAL DEFLECTION AND MOVEMENT BETWEEN ADJACENT SUBSTRATES WITHOUT DAMAGE TO SUBSTRATES, FIRESTOPPING, LOSS OF FIRESTOPPING PERFORMANCE, AND WITHOUT TRANSFER OF STRUCTURAL LOADS THROUGH FIRESTOPPING DESIGN. 1.6 SUBMIT PRODUCT DATA, COPIES OF TESTS AND OTHER PRODUCT DATA VERIFYING CONFORMANCE WITH SPECIFIED PERFORMANCE CHARACTERISTICS AND COMPLETE DESCRIPTION OF ASSEMBLIES AND INSTALLATION METHODS. SHOW PROPOSED DETAILS OF INSTALLATION, REINFORCING, AND ANCHORAGE. DETAILS SHALL REFLECT ACTUAL JOB CONDITIONS FOR UNUSUAL CONDITIONS OR CONDITIONS NOT COVERED BY MANUFACTURER'S STANDARD DETAILS, MANUFACTURERS PRODUCT DATA SHEETS MAY BE SUBMITTED INSTEAD OF SHOP DRAWINGS IF SUBMITTAL INCLUDES ALL REQUIRED INFORMATION. 1.7 INSTALLER: MUST BE SPECIALISTS IN THE INSTALLATION OF FIRESTOPPING OF THE TYPE REQUIRED 1.8 REGULATORY AGENCIES: COMPLY WITH THE APPLICABLE REQUIREMENTS FOR FIRE SEPARATIONS AND PENETRATIONS OF THE FOLLOWING: NYC BUILDING CODE, NFPA 70, NFPA 101, A. FIRESTOPPING TO BE LISTED UNDER UL 1479 AND ACCEPTABLE TO GOVERNING CODES AND LOCAL AUTHORITIES. B. UNTESTED SYSTEMS: FOR THOSE FIRESTOP APPLICATIONS THAT EXIST FOR WHICH NO UL TESTED SYSTEM IS AVAILABLE THROUGH ANY MANUFACTURER, SUBMIT A MANUFACTURER'S ENGINEERING JUDGMENT DERIVED FROM SIMILAR UL SYSTEM DESIGNS OR OTHER TESTS TO LOCAL AUTHORITIES HAVING JURISDICTION FOR THEIR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 1.9 PROVIDE PRODUCTS FROM ONE OR MORE OF THE FOLLOWING MANUFACTURERS ACCORDING TO THE SUITABILITY OF THE PRODUCT FOR THE INTENDED PURPOSE. A. STI (SPECSEAL). B. 3M CONTRACTOR PRODUCTS. C NELSON. D. IPC (INTERNATIONAL PROTECTIVE COATINGS, CORP.) E. TREMCO. F. RECTORSEAL, G. DOW CORNING. H. US GYPSUM CO. I. INTERNATIONAL PROTECTIVE COATINGS, CORP. .J. STANDARD OIL (FYRE PUTTY). K. GENERAL ELECTRIC (PENSIL). L. HILTI. M. FLAMMADUR CORPORATION OF AMERICA N. FYRESLEEVE INDUSTRIES, INC., BURNARY, BRITISH COLUMBIA. 1.10 PRODUCTS TO BE ASBESTOS FREE AND SUITABLE FOR PENETRATIONS MADE BY STEEL, GLASS, PLASTIC, OR INSULATED PIPE ACCORDING TO THE ACTUAL MATERIALS USED. FIRE -RATING CLASSIFICATION FOR INSULATED PIPE MUST NOT REQUIRE REMOVAL OF THE INSULATION, SEALANTS TO HAVE A VOC LIMIT OF 250 G/L 1.12 EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH FIRESTOPPING WORK IS TO BE PERFORMED AND NOTIFY CONSTRUCTION MANAGER OR GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS, DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN MANNER ACCEPTABLE TO INSTALLER. INSTALLATION OF FIRESTOPPING MATERIALS CONSTITUTES ACCEPTANCE OF SUBSTRATE AND CONDITIONS. 1.13 OBTAIN MANUFACTURER'S INSTRUCTIONS FOR FIRESTOPPING INSTALLATION AND PRACTICES FOR INSTALLING CREW. CLEAN JOINT SURFACES FREE FROM DIRT, GREASE, OIL, LOOSE MATERIALS, RUST, OR OTHER SUBSTANCES THAT MAY AFFECT PROPER FITTING OR THE REQUIRED FIRE RESISTANCE. 1.14 UPON COMPLETION, REMOVE AND DISPOSE OF MASKING MATERIALS; REMOVE ALL EXCESS SEALING MATERIALS; CLEAN ADJACENT EXPOSED SURFACES OF ALL SOIL AND STAIN RESULTING FROM FIRESTOPPING OPERATIONS. 1,15 PROVIDE UL-CLASSIFIED SYSTEMS FOR THE CONDITIONS SPECIFIED BELOW. U.L. CLASSIFIED SYSTEMS REFERENCED ARE ALPHA -NUMERIC DESIGNATIONS LISTED IN U.L.'S "FIRE RESISTANCE DIRECTORY". SECTION 079200 - JOINT SEALANTS 1.1 SUMMARY A. SECTION INCLUDES: 1. SILICONE JOINT SEALANTS. 2. NONSTAINING S!UCONE JOINT SEALANTS, 3, URETHANE JOINT SEALANTS, 4. IMMERSIBLE JOINT SEALANTS. 5. MILDEW -RESISTANT JOINT SEALANTS. 6. LATEX JOINT SEALANTS. 1.2 ACTION SUBMITTALS: REFER TO SECTION 013300 FOR REQUIRED SUBMITTALS. 1.3 QUALITY ASSURANCE: TESTING AGENCY QUALIFICATIONS QUALIFIED .ACCORCI!NG TO ASTM C 1021 -i 0 C;1•^�DUC-i TyF TESTING INDICATED. 1.4 PRECONSTRUCTION TESTING A. PRECONSTRUCTION LABORATORY TESTING: SUBMIT TO JOINT -SEALANT MANUFACTURERS, FOR TESTING INDICATED BELOW, SAMPLES OF MATERIALS THAT WILL CONTACT OR AFFECT JOINT SEALANTS. 1. ADHESION TESTING: USE ASTM C 794 TO DETERMINE WHETHER PRIMING AND OTHER. SPECIFIC JOINT PREPARATION TECHNIQUES ARE REQUIRED TO OBTAIN RAPID, OPTIMUM ADHESION OF JOINT SEA.LAMITS TO JOINT SUBSTRATES. 2. COMPATIBILITY TESTING: USE ASTM C 1087 TO DETERMINE SEALANT COMPATIBILITY WHEN IN CONTACT WITH GLAZING AND GASKET MATERIALS. 3. STAIN TESTING: USE ASTM C 1248 TO DETERMINE STAIN POTENTIAL OF SEALANT WHEN !N CONTA!; i 4`VITH iAASC'NRY OR EFIS SUBSTRATES. B. PRECONSTRUCTION FIELD -ADHESION TESTING: BEFORE INSTALLING SEALANTS, FIELD TES T THEIR ADHE SION TO PROJECT JOINT SUBSTRATES. TEST JOINT SEALANTS ACCORDING TO METHOD PRELD-APPLIED IEG SEALANT JOINT HAND C PULL TAB, IN APPENDIX X1.1 IN ASTM C 1193 OR METHOD A, TAIL PROCEDURE, IN ASTM C 1521. 1.5 WARRANTY A. SPECIAL INSTALLER'S WARRANTY: INSTALLER AGREES TO REPAIR OR REPLACE JOINT SEALANTS THAT DO NOT COMPLY WITH PERFORMANCE AND OTHER REQUIREMENTS SPECIFIED IN THIS SECTION WITHIN SPECIFIED WARRANTY PERIOD. 1. WARRANTY PERIOD: TWO YEARS FROM DATE OF SUBSTANTIAL COMPLETION. B. SPECIAL MANUFACTURER'S WARRANTY: MANUFACTURER AGREES TO FURNISH JOINT SEALANTS TO REPAIR, OR REPLACE THOSE JOINT SEALANTS THAT DO NOT COMPLY WITH PERFORMANCE AND OTHER REQUIREMENTS SPECIFIED IN THIS SECTION WITHIN SPECIFIED WARRANTY PERIOD. 1. WARRANTY PERIOD FOR URETHANE SEALANTS: FIVE YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 2. WARRANTY PERIOD FOR SILICONE SEALANTS: 20 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 1.6 JOINT SEALANTS, GENERAL A. COMPATIBILITY: PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY JOINT -SEALANT MANUFACTURER, BASED ON TESTING AND FIELD EXPERIENCE. B. VOC CONTENT OF INTERIOR SEALANTS: SEALANTS AND SEALANT PRIMERS USED !INSIDE THE WEATHERPROOFING SYSTEM SHALL COMPLY WITH THE FOLLOWING: 1. ARCHITECTURAL SEALANTS SHALL HAVE A VOC CONTENT OF 25C G/L OR LESS. 2. SEALANTS AND SEALANT PRIMERS FOR NONPOROUS SUBSTRATES SHALL HAVE A VOG CONTENT OF 250 /L. OR I. ESS. 3. SEALANTS AND SEALANT PRIMERS FOR NONPOROUS SUBSTRATES SHALL HAVE A VOC CONTENT OF 775 G/L OF LES> C. LOW -EMITTING INTERIOR SEALANTS: SEALANTS AND SEALANT PRIMER; SHALL COM PLY'.'WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH'S (FOR!'MEP,LI', THE CALIFORNIA DEPARTIv1EhiT OF HEALTH SERVICES') "STANDARD METHOD FOR THE TESTING AND EVALUATHON OF VOLL.71 OR^AN',C CHEMICAL 17 M'SS;ONS FROM INDOOR SOURCES USING FNVIRONMENTAL CHAMBERS." D. LIQUID -APPLIED JOINT SEALANTS: COMPLY WITH kSTM" C 920 AND CT ER n RFi?!:l �C v'F;`ITS H- ,,ATEC F0, �ACI; LIQUiD- APPLIED JOINT SEALANT SPECIFIED, INCLUDING THOSE REFERENCING ASTM, C 920 CLASSIFICAT! -NS FOR TYPE, GRADE, CLASS, AND USES RELATED TO EXPOSURE AND JOINT SUBSTRATES. E. STAIN -TEST -RESPONSE CHARACTERISTICS: WHERE SEALANTS ARE SPECIFIED TO BE NON -STAINING TO POROUS SUBSTRATES, PROVIDE PRODUCTS THAT HAVE UNDERGONE TESTING ACCORDING TO ASTM C 1248 AND HAVE NUT" STAINED POROUS JOINT SUBSTRATES INDICATED FOR PROJECT. F. COLORS OF EXPOSED JOINT SEALANTS: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. 1.7 GLAZING SEALANTS A. TWO-PART SILICONE ELASTOMERIC ADHESIVE/SEALANT FOR USE STRUCT URA.L'.SLA_1;NO APPL!C,T! DNS, ASTM C 920, TYPE M, GRADE NS, CLASS 25, USE G AND A. 1. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING OR EQUAL. a. GE ADVANCED MATERIALS - ULTRAGLAZE-SSG4600 b. DOW CORNING CORPORATION; 963 1.8 SILICONE JOINT SEALANTS A. SILICONE, S, INS, 100/50, NT: SINGLE -COMPONENT, NONSAG, PLUS 100 PERCENT AND MINUS 50 PERCENT MOVEMENT CAPABILITY, NONTRAFFIC-USE, NEUTRAL -CURING SILICONE JOINT SEALANT; ASTM C 920, TYPE S, GRADE NS, ,LASS 160/50, USE NT. 1. DOW CORNING CORPORATION; 790. 2. GE ADVANCED MATERIALS - SILICONES; SILPRUF LM SCS2700. 3. PECORA CORPORATION; 890. 4. SIKA CORPORATION, CONSTRUCTION PRODUCTS DIVISION; SIKASIL-C990, 5. TREMCO INCORPORATED; SPECTREM 1. B. SILICONE, S, NS, 50, NT: SINGLE -COMPONENT, NONSAG, PLUS 50 PERCENT AND MINUS 50 PERCENT MOVEMENT CAPABILITY, NONTRAFFIC-USE, NEUTRAL -CURING SILICONE JOINT SEALANT; ASTM C 920, TYPE S, GRADE NS, CLASS 50, USE NT. 1. DOW CORNING CORPORATION; 790 2. GE ADVANCED MATERIALS - SILICONES; SILPRUF LM SCS2000 1.9 URETHANE JOINT SEALANTS A. URETHANE, S, NS, 25, NT: SINGLE -COMPONENT, NONSAG, NONTRAFFIC-USE, PLUS 25 PERCENT AND MINUS 25 PERCENT MOVEMENT CAPABILITY, URETHANE JOINT SEALANT; ASTM C 920, TYPE S, GRADE NS, CLASS 2.5, USE NT. 1. SIKA CORPORATION, INC.; SIKAFLEX -1A. 2. BASF BUILDING SYSTEMS; SONOLASTIC NP1. 3. TREMCO; VULKEM 116 B. URETHANE, S, P, 25, T, NT: SINGLE -COMPONENT, POURABLE, PLUS 25 PERCENT AND MINUS 25 PERCENT MOVEMENT CAPABILITY, TRAFFIC -AND NONTRAFFIC-USE, URETHANE JOINT SEALANT; ASTM C 920, TYPE S, GRADE P, CLASS 25, USES T AND NT. 1. BASF BUILDING SYSTEMS; SONOLASTIC SL 1. 2 BOSTIK, INC.; CHEM-CALK 950. 3. PECORA CORPORATION; UREXPAN NR-201, 4. SIKA CORPORATION. CONSTRUCTION PRODUCTS DIVISION' SIKAFLEX- iCSL. 5. TREMCO INCORPORATED; VULKEM 45 C. URETHANE, M, NS, 25, NT: MULTICOMPONENT, NONSAG, PLUS 25 PERCENT AND MINUS 25 PERCENT MO IEMENT CAPABILITY, NONTRAFFIC-USE. URETHANE HANE JOINT SEALANT; AS7A C 920, TYfr- tit, GRADED NS, CLASS 2E, I !SE N T . 1. BASF BUILDING SYSTEMS; SONOLAST!C NP 2. 2. BCSTIK, INC.; CHEM-CALK 500. 3. PECORA CORPORATION; DYNATROL Il. 4. TREMCO INCORPORATED; DYMERiC 240, 5, SIKA CORPORATION, CONSTRUCTION PRODUCTS DIVISION: SIKAFLEX - 20 NS. 1.10 MILDEW -RESISTANT JOINT SEALANTS A. ' MILDEW -RESISTANT- JOINT SEALANTS: FORMULATED FOR PROLONGED EXPOSURE TO HUMIDITY WITH FUNGGCIDE TO PREVENT MOLD AND MILDEW GROWTH. B. SILICONE. MILDEW !RESISTANT, ACID CURING, S, NS, 25, NT MILDEW -RESISTANT. S!NGi-CCil.fPQNENT. NC',:SAG, PLUS 25 PERCENT AND MINUS 25 PERCENT MOVEMENT CAPABILITY, NONTRAFFIC-USE, AC',DCURIN = S!L;CONE ,;C, NT SEALANT; ASTM C 920, TYPE S, GRADE NS, CLASS 25, USE NT. 1. GE ADVANCED MATERIALS - SILICONES; SANITARY SCS1700 2. DOWN CORNING CORPORATION; 7M MILDEW RESISTANT 2. BASF BUILDING SYSTEMS; OMNIPLUS. 3. TREMCO INCORPORATED; TREMSIL 200 SANITARY. C. ACRYLIC LATEX: ACRYLIC LATEX OR SILICONIZED ACRYLIC LATEX, ASTM C 834, TYPE OP. GRADE NF. 1. PECORA CORPORATION; AC-2b+. 2. SONNEBORN, DIVISION OF CHEMREX INC.; SONOLAC. 3. TREMCO; TREMFLEX 834. 1.11 ACOUSTIC JOINT SEALANTS A. ACOUSTICAL JOINT SEALANT: MANUFACTURER'S STANDARD NONSAG, PAIN TABLE, NONSTAINING LATEX SEALANT COMPLYING WITH ASTM C 834. PRODUCT EFFECTIVELY REDUCES AIRBORNE SOUND TRANSMISSION THROUGH PERIMETER JOINTS AND OPENINGS IN BUILDING CONSTRUCTION AS DEMONSTRATED BY TESTING REPRESENTATIVE ASSEMBLES ACCORDING TO ASTM E 90. ACOUSTICAL JOINT SEALANT SHALL HAVE A VOC CONTENT OF 250 G/L OR LESS WHIEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). 1. PECORA CORPORATION; AC-20 FTR. 2. USG CORPORATION; SHEETROCK ACOUSTICAL SEALANT. 3. TREMCO; ACOUSTICAL SEALANT. 1.12 BUTYL RUBBER MASTIC A. MANUFACTURER'S STANDARD BUYTL RUBBER AND POLISOBUTYLENE SEALANT, TYPE 1, COMPLYING WITH ASTM C i311. 1. TREMCO; BUYTL SEALANT. 2. W.R. MEADOWS; POINTING MASTIC. 3. PECORA CORPORATION; BA-98. SECTION 079200 - JOINT SEALANTS (CONTINUED NEXT PAGE) 1708 E Columbus Di1ve Tampa, Fler:d� 3360.4 All reproduction & intellectual Property rights reserved 2017 Proj", t � �3� tr �f I �C. ,� �phyI hills, FL 33542 Prepared for -DWIVITA NIEE.ACALGROUP i ASSGCiPtior,I wits: �< cen["I-� �r.�.3 Asti.:..;H. cS, ;fJC. %ONTA.CT: ±EARL HEF-S 1381 5TH S T SARASOTA, FL 34236 PHONE: 941.955.4555 GENESIS ENGINEER GRCUr, L i.0 CONT; ; T . MMIKE HANDY i(J v N.:ASH:`EY DR. *900 AMPA, FL -, PHONE: r,�.n,rE: 81: 3.523,EZ4r15 GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASH LEY DR. #900 TAMPA PI PHONC: 813-5213455 - _< ".,l Profession eai , ` '- -- -,, s ,I. f; r .�. k 1. "-. 3. • A .=iti � - . ... ;- :y ,n'rew �,. Dohme; I, �Rf __I r.. ;,, 20 ; J 15805 11:22:4 -1 Afvt No. Revision Description Data 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Dravv; l , y. Vb'J Cr1e l!ed L7'J: v15V Project Number 18190 Sheet Title 0-riginal drawing 15 7; X 36 I_+P t?;s scale contwnts ei dravA�g Sheet Number a II I __ j I I __ �I ' r SECTION 079200 - JOINT SEALANTS (CONTINUED) 1.13 JOINT -SEALANT BACKING A. CYLINDRICAL SEALANT BACKINGS: ASTM C 1330, TYPE C (CLOSED -CELL MATERIAL WITH A SURFACE SKIN) OR ANY OF THE PRECEDING TYPES, AS APPROVED IN WRITING BY JOINT -SEALANT MANUFACTURER FOR JOINT APPLICATION INDICATED, AND OF SIZE AND DENSITY TO CONTROL SEALANT DEPTH AND OTHERWISE CONTRIBUTE TO PRODUCING OPTIMUM SEALANT PERFORMANCE. B. BOND -BREAKER TAPE: POLYETHYLENE TAPE OR OTHER PLASTIC TAPE RECOMMENDED BY SEALANT MANUFACTURER FOR PREVENTING SEALANT FROM ADHERING TO RIGID, iNFLEXIBLE JOINT -FILLER MATERIALS OR JOINT SURFACES AT BACK OF JOINT WHERE SUCH ADHESION WOULD RESULT IN SEALANT FAILURE PROVIDE SELF ADHESIVE TAPE WHERE APPLICABLE, 1.14 MISCELLANEOUS MATERIALS A. PRIMER: MATERIAL RECOMMENDED BY JOINT -SEALANT MANUFACTURER WHERE REQUIRED FOR ADHESION OF SEALANT TO JOINT SUBSTRATES INDICATED, AS DETERMINED FROM PRECOiNS I RUCTIOLJ ,;CLNT-SEALANT-SUBSTRATE TESTS AND FIELD TESTS. B. CLEANERS FOR NONPOROUS SURFACES: CHEMICAL CLEANERS ACCEPTABLE TO MANUFACTURERS OF SEALANTS AND SEALANT BACKING MATERIALS. C. MASKING TAPE: NONSTAINING, NONABSCRBENT MATERIAL COMPATIBLE WITH JOINT SEALANTS AND SURFACES ADJACENT TO JOINTS, 1.15 PREPARATION A. EXAMINE JOINTS INOiCA.TED TO RECEIVE JOINT SEALANTS, WITH 1"!STALL _R PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR JOINT CONFIGURATION, INSTALLATION TOLERANCES, AND OTHER CONDITIONS AFFECTING JOINT -SEALANT PERFORMANCE. B. SURFACE CLEANING OF JOINTS: CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT SEALANTS TO COMPLY WITH JOINT -SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS, C. JOINT PRIMING: PRIME JOINT SUBSTRATES WHERE RECOMMENDED BY JOINT -SEALANT MANUFACTURER OR AS INDICATED BY PRECONSTRUCTION JOINT -SEALANT -SUBSTRATE TESTS OR PRIOR EXPERIENCE. CONFINE PRIMERS TO AREAS OF JOINT - SEALANT BOND; DO NOT ALLOW SPILLAGE OR MIGRATION ONTO ADJOINING SURFACES. D. MASKING TAPE: USE MASKING TAPE WHERE REQUIRED TO PREVENT CON TACT OF SEALANT WITH ADJOINING SURFACES THAT OTHERWISE WOULD BE PERMANENTLY STAINED OR DAMAGED BY SUCH CONTACT OR BY CLEANING METHODS REQUIRED TO REMOVE SEALANT SMEARS. REMOVE TAPE IMMEDIATELY AFTER TOOLING dVITHOUT DISTURBING JOINT SEAL. 1.16 INSTALLATION OF JOINT SEALANTS A. GENERAL: COMPLY WITH ASTM C 1193 AND JOINT -SEALANT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR PRODUCTS AND APPLICATIONS INDICATED, UNLESS MORE STRINGENT REQUIREMENTS APPLY. B. INSTALL SEALANT BACKINGS OF KIND INDICATED TO SUPPORT SEALANTS DURING APPLICATION AND AT POSITION REQUIRED TO PRODUCE CROSS -SECTIONAL SHAPES AND DEPTHS OF INSTALLED SEALANTS RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY. C. INSTALL BOND -BREAKER TAPE BEHIND SEALANTS WHERE SEALANT BACKINGS ARE NOT USED BETWEEN SEALANTS AND BACKS OF JOINTS. D. INSTALL SEALANTS USING PROVEN TECHNIQUES THAT COMPLY WITH THE FOLLOWING AND AT THE SAME TIME BACKINGS ARE INSTALLED: E. TOOLING OF NON -SAG SEALANTS: IMMEDIATELY AFTER SEALANT APPLICATION AND BEFORE SKINNING OR CURING BEGINS, TOOL SEALANTS TO FORM SMOOTH, UNIFORM BEADS OF CONFIGURATION INDICATED. USE TOOLING AGENTS THAT ARE APPROVED IN WRITING BY SEALANT MANUFACTURER AND THAT DO NOT DISCOLOR SEALANTS OR ADJACENT SURFACES. 1. PROVIDE CONCAVE JOINT PROFILE PER FIGURE 8A IN ASTM C 1193 UNLESS OTHERWISE INDICATED. 1,17 JOINT -SEALANT SCHEDULE A. INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NON -TRAFFIC SURFACES. 1. JOINT LOCATIONS: a. CONTROL AND EXPANSION JOINTS ON EXPOSED INTERIOR SURFACES OF EXTERIOR WALLS. b. VERTICAL JOINTS ON EXPOSED SURFACES OF UNIT MASONRY WALLS AND PARTITIONS. c. PERIMETER JOINTS OF EXTERIOR OPENINGS WHERE INDICATED. d. PERIMETER JOINTS BETWEEN INTERIOR WALL SURFACES AND FRAMES OF INTERIOR DOORS, AND WINDOWS. e. OTHER JOINTS AS INDICATED ON DRAWINGS. 2. JOINT SEALANT: FOLLOWING TYPE AS RECOMMENDED BY MANUFACTURER FOR APPLICATIONS a. URETHANE, S, NS, 25, NT. b. SILICONE, NONSTAAINING, S, NS, 50, NT 3. JOINT -SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS. B. JOINT -SEALANT APPLICATION: MiILDEW-RESTS T ANT INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES 1. JOINT LOCATIONS: a. JOIN SS BE �"eL:EN PLUNIBiNG FIXTURES AND ADJO+NINGWALLS, FLOORS, AND COUNTERS, 2. JOINT SEALANT: SILICONE, MILDEW RESISTANT; ACID CURING, S, NS, 25. NT. 3. JOINT -SEALANT COLOR. AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS. C. INTERIOR ACC•LJSTICAL JC!i ITS IN VERTICAL SURFACES AND HORIZONTAL NON -TRAFFIC SURFACES: I. JOINT LOCATION: ACOUSTICAL JOINTS AT HEAD AND SILL OF ALL FLOOR TO DECK WALLS AND WHERE INDICATED OTHERWISE. 2. JOINT SEALANT:.ACOUSTiCAL. 3. JOINT -SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. 0. PERIMETER JOINTS BETWEEN INTERIOR WALL SURFACES AND CASEWORK, AND FRAMES OF INTERIOR DOORS AND WINDOWS, 1. JOINT SEALANT: LATEX SEALANT. 2. JOINT -SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. E. JOINT -SEALANT APPLICATION: CONCEALED MASTICS. 1 JOINT LOCATIONS: a. ALUMINUM THRESHOLDS. b. SILL PLATES. c. OTHER JOINTS AS INDICATED ON DRAWINGS. 2, JOINT SEALANT: BUTYL -RUBBER BASED. 3. JOINT -SEALANT COLOR: AS INDICATED BY MANUFACTURER'S DESIGNATIONS. SECTION 081113 - HOLLOW METAL DOORS AND FRAMES 1,1 SUMMARY A. SECTION INCLUDES: 1. STANDARD AND CUSTOM HOLLOW METAL DOORS AND FRAMES. 2. STEEL SIDELIGHT, BORROWED LITE AND TRANSOM FRAMES. 3. LIGHT FRAMES AND GLAZING INSTALLED IN HOLLOW METAL DOORS. 1.2 SUBMITTALS A. REFER TO SECTION 013300 FOR SUBMITTAL REQUIREMENTS. B. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. INCLUDE CONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, H FIRE -RESISTANCE RATING AND FINISHES. S HARDWARE REINFORCEMENTS PROFILES ANCHORS, CORE DESCRIPTIONS, C. DOOR HARDWARE SUPPLIER IS TO FURNISH TEMPLATES, TEMPLATE REFERENCE NUMBER AND/OR PHYSICAL HARDWARE TO THE STEEL DOOR AND FRAME SUPPLIER IN ORDER TO PREPARE THE DOORS AND FRAMES TO RECEIVE THE FINISH HARDWARE ITEMS. D. SHOP DRAWINGS: INCLUDE ELEVATIONS, DOOR EDGE DETAILS, FRAME PROFILES, METAL THICKNESSES, PREPARATIONS FOR HARDWARE, AND OTHER DETAILS. E. SAMPLES FOR VERIFICATION: 1. SAMPLES ARE ONLY REQUIRED BY REQUEST OF THE ARCHITECT AND FOR MANUFACTURERS THAT ARE NOT CURRENT MEMBERS OF THE STEEL DOOR INSTITUTE, 1.3 QUALITY ASSURANCE A. SOURCE LIMITATIONS OBTAIN HOLLOW METAL DOORS AND FRAMES THROUGH ONE_ SOURCE FROM A SINGLE MANUFACTURER WHEREVER POSSIBLE. B. QUALITY STANDARD: IN ADDITION TO REQUIREMENTS SPECIFIED, COMPLY WITH ANSI/SDI A250.8, LATEST EDITION, 'RECOMMENDED SPECIFICATIONS FOR STANDARD STEEL DOORS ,AND FRAMMES', C. FIRE -RATED DOOR ASSEMBLIES: ,ASSEMMBLIES COMPLYING WITH NFPA 80 THAT A.RE LIS T ED AND LABELED Bl' A OUALiI !ED TESTING AGENCY, FOR FIRE -PROTECTION RATINGS INDICATED, BASED ON TESTING AT POST T iVE PRESSURE ACCORDING TO NFPA 252 (NEUTRAL PRESSURE AT 40 !NCHES ABOVE SILL) OR UL 10iG. D. FIRE -RATED, BORROWED -LIGHT FRAME ASSEMBLIES: ASSEMBLIES COMPLYING '✓1 iTH NF'A 80 THAT ARE LIST=D AND LABELED, BY A TESTING AND INSPECTING AGENiCY ACCEPTABLE I AUTHORITIES HAVING JURISDICTION, FOR r ,..FRE- ?ROTECTi hRATINGS IJDiCh", ED. dAv- O TESTING rCO D!I `v TOvLOA 257, ^ROJltf1 E. _ASE:_ED nLA„%,Av MATER IAL. 1.4 WARKA.NTY A. SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE DOORS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD, B. WARRANTY INCLUDES INSTALLATION AND FINISHING THAT MAY BE REQUIRED DUE TO REPAIR OR REPLACEMENT OF DEFECTIVE DOORS. 1.5 MANUFACTURERS A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK 1.6 MATERIALS A. COLD -ROLLED STEEL SHEET: ASTNIA'08#1, 1008M, COMMERCIAL STEEL (CS), TYPES; SUITABLE FOR EXPOSED APPLICATIONS. B. METALLIC -COATED STEEL SHEET: ASTM A 653/A 6531'M, COMMERCIAL STEEL (CS), TYPE B; WITH MINIMUM G60 (Z180) OR A60 (ZF180) METALLIC COATING. C. RECYCLED CONTENT OF STEEL PRODUCTS: POSTCONSUMER RECYCLED CONTENT PLUS ONE-HALF OF PRECONSUMER RECYCLED CONTENT NOT LESS THAN 38 PERCENT. D. FRAME ANCHORS: ASTM A 6531A 653M, COMMERCIAL STEEL (CS), COMMERCIAL STEEL (CS), TYPE B; WITH MINIMUM G60 (Z180) OR A60 (5180) METALLIC COATING. SECTION 081113 - HOLLOW METAL DOORS AND FRAMES (CONTINUED) 1.7 STANDARD HOLLOW METAL DOORS (INTERIOR DOORS) A. GENERAL: PROVIDE 1-3/4 INCH DOORS OF DESIGN INDICATED, NOT LESS THAN THICKNESS INDICATED; FABRICATED WITH SMOOTH SURFACES, WITHOUT VISIBLE JOINTS OR SEAMS ON EXPOSED FACES UNLESS OTHERWISE INDICATED. COMPLY WITH ANSI/SDI A250.8. B. INTERIOR DOORS: FACE SHEETS FABRICATED OF COMMERCIAL QUALITY COLD ROLLED STEEL THAT COMPLIES WITH ASTM A 1008/A 1008M. PROVIDE DOORS COMPLYING WITH REQUIREMENTS INDICATED BELOW BY REFERENCING ANSI/SDI A250.8 FOR LEVEL AND MODEL AND ANSI/SDI A250.4 FOR PHYSICAL PERFORMANCE LEVEL: 1. DESIGN: FLUSH PANEL. 2. CORE CONSTRUCTION: MANUFACTURER'S STANDARD KRAFT-PAPER HONEYCOMB, OR ONE-PIECE POLYSTYRENE CORE, SECURELY BONDED TO BOTH FACES. a. FIRE DOOR, CORE: AS REQUIRED TO PROVIDE FIRE -PROTECTION AND TEMPERATURE -RISE RATINGS INDICATED. r I 3. TOP AND BOTTOM EDGES: REINFORCE TOPS AND BOTTOMS OF DOORS WITH ,4 CONTINUOUS STEEL CHANNEL NOT LESS THAN 16 GAUGE, EXTENDING THE FULL WIDTH OF THE DOOR AND WELDED TO THE FACE SHEET. 4. HINGE REINFORCEMENT: MINIMUM 7 GAUGE (3/ 16") PLATE 1-1/4" X 9" OR MINIMUM 14 GAUGE CONTINUOUS CHANNEL WITH PIERCED HOLES, DRILLED .AND TAPPED. 5. HARDWARE REINFORCEMENTS: FABRICATE ACCORDING TO ANSI/SDI A250.6 WITH REINFORCING PLATES FROM SAME MATERIAL AS DOOR FACE SHEETS. 1.8 STANDARD HOLLOW METAL FRAMES (INTERIOR DOORS) A. GENERAL: COMPLY WITH ANSI/SDI A250,8 AND WITH DETAILS INDICATED FOR TYPE AND PROFILE. B. INTERIOR DOOR FRAME CONSTRUCTION: 1. FABRICATED FROM COLD -ROLLED STEEL SHEET THAT COMPLIES WITH ASTM A 1008/A 1008M. 2. FABRICATE FRAMES WITH MITERED OR COPED CORNERS. 3. KNOCKED DOWN, UNLESS NOTED OTHERWISE 4. MINIMUM 16 GAUGE THICK STEEL SHEET. C. BORROWED LIGHT FRAMES TO BE WELDED CONSTRUCTION. D. FIRE RATED FRAMES: FABRICATE FRAMES IN ACCORDANCE WITH NFPA 80, LISTED AND LABELED BY A QUALIFIED TESTING AGENCY, FOR FIRE -PROTECTION RATINGS INDICATED, E. HARDWARE REINFORCEMENT: FABRICATE ACCORDING TO ANSI/SDI A250.6 TABLE 4 WITH REINFORCEMENT PLATES FROM SAME MATERIAL AS FRAMES. 1.9 ENERGY -EFFICIENT HOLLOW METAL DOORS (EXTERIOR DOORS) A. GENERAL: PROVIDE 1-3/4 INCH DOORS OF DESIGN SPECIFIED, NOT LESS THAN THICKNESS INDICATED; FABRICATED WITH SMOOTH SURFACES, WITHOUT VISIBLE JOINTS OR SEAMS ON EXPOSED FACES UNLESS OTHERWISE INDICATED. COMPLY WITH ANSI/SDI A250.8 AND ANSI/NAAMM HMMA 867. B. ENERGY EFFICIENT EXTERIOR DOORS: FACE SHEETS FABRICATED OF COMMERCIAL QUALITY HOT -DIPPED ZINC COATED STEEL THAT COMPLIES WITH ASTM A924 A60. PROVIDE DOORS COMPLYING WITH REQUIREMENTS INDICATED BELOW BY REFERENCING ANSI/SDI A250.8 FOR LEVEL AND MODEL, ANSI/SDI A250.4 FOR PHYSICAL PERFORMANCE LEVEL, AND HMMA 867 FOR DOOR CONSTRUCTION. 1. DESIGN: FLUSH PANEL. 2. CORE CONSTRUCTION: FOAMED IN PLACE POLYURETHANE AND STEEL STIFFENED LAMINATED CORE WITH NO STIFFENER FACE WELDS, IN COMPLIANCE WITH HMMA 867 "LAMINATED CORE". a. PROVIDE 22 GAUGE STEEL STIFFENERS AT 6 INCHES ON -CENTER INTERNALLY WELDED AT 5" ON- CENTER TO INTEGRAL CORE ASSEMBLY, FOAMED IN PLACE POLYURETHANE CORE CHEMICALLY BONDED TO ALL INTERIOR SURFACES. NO STIFFENER FACE WELDING IS PERMITTED. b. THERMAL PROPERTIES TO RATE AT A FULLY OPERABLE MINIMUM U-FACTOR 0.29 AND R-VALUE 3.4, INCLUDING INSULATED DOOR, THERMAL -BREAK FRAME AND THRESHOLD. 3. LEVEL/MODEL: LEVEL 2 AND PHYSICAL PERFORMANCE LEVEL A (HEAVY DUTY), MINIMUM 18 GAUGE THICK STEEL, MODEL 2. 4. VERTICAL EDGES: VERTICAL EDGES TO BE MECHANICALLY INTERLOCKED WITH HAIRLINE SEAM. BEVELED LOCK EDGE, 1/8 INCH IN 2 INCHES. 5. TOP AND BOTTOM EDGES: REINFORCE TOPS AND BOTTOMS OF DOORS WITH A CONTINUOUS STEEL CHANNEL NOT LESS THAN 16 GAUGE, EXTENDING THE FULL WIDTH OF THE DOOR AND WELDED TO THE FACE SHEET. DOORS WITH AN INVERTED TOP CHANNEL TO INCLUDE A STEEL CLOSURE CHANNEL, SCREW ATTACHED, WITH THE WES OF THE CHANNEL FLUSH WITH THE FACE SHEETS OF THE DOOR. PLASTIC OR COMPOSITE CHANNEL FILLERS ARE NOT ACCEPTABLE. 6. HINGE REINFORCEMENT: MINIMUM 7 GAUGE (3/16") PLATE 1-1/4" X 9". 7. HARDWARE REINFORCEMENTS: FABRICATE ACCORDING TO ANSI/SDI A250.6 WITH REINFORCING PLATES FROM SAME MATERIAL AS DOOR FACE SHEETS. 1.10 ENERGY -EFFICIENT HOLLOW METAL FRAMES (EXTERIOR DOORS) A. THERMAL BREAK FRAMES: SUBJECT TO THE SAME COMPLIANCE STANDARDS AND REQUIREMENTS AS STANDARD HOLLOW METAL FRAMES, PROVIDE WHERE INDICATED THERMALLY BROKEN FRAME PROFILES AVAILABLE FOR USE IN BOTH MASONRY AND DRYWALL CONSTRUCTION. 1. FABRICATE FROM MINIMUM 16 GAUGE GALVANNEALED STEEL, WITH POSITIVE 3/8" VINYL THERMAL BREAK, 2, EXTERIOR FRAMES TO BE WELDED UNLESS INDICATED OTHERWISE, 1.11 FRAME ANCHORS A. JAMB ANCHORS: 1. MASONRY TYPE: ADJUSTABLE STRAP -AND -STIRRUP OR T-SHAPED ANCHORS TO SUIT FRAME SIZE, FORMED FROM A60 METALLIC COATED MATERIAL, NOT LESS THAN 0,042 INCH THICK, WITH CORRUGATED OR PERFORATED STRAPS NOT LESS THAN 2 INCHES WIDE BY 10 INCHES LONG; OR WIRE ANCHORS NOT LESS THAN 0.177 INCH THICK. 2. STUD WALL TYPE: DESIGNED TO ENGAGE STUD AND NOT LESS THAN 0.042 INCH THICK. 3. COMPRESSION TYPE FOR DRYWALL SLIP-ON (KNOCK -DOWN) FRAMES: ADJUSTABLE COMPRESSION ANCHORS. 4. WINDSTORM OPENING ANCHORS: TYPES AS TESTED AND REQUIRED FOR INDICATED WALL TYPES TO MEET SPECIFIED WIND LOAD DESIGN CRITERIA. 5. FEW 361 STORM SHELTER ANCHORS: MASONRY T-SHAPED, WIRE MASONRY TYPE, OR EXISTING OPENING TYPE ANCHORS. B. FLOOR ANCHORS: FLOOR ANCHORS TO BE PROVIDED AT EACH JAMB, FORMED FROM A60 METALLIC COATED MATERIAL, NOT LESS THAN 0.042 INCHES THICK, C. MORTAR GUARDS: FORMED FROM SAME MATERIAL. AS FRAMES, NOT LESS THAN 0.016 INCHES THICK. 1.12 FABRICATION A. FABRICATE HOLLOW METALWORK TO BE RIGID AND FREE OF DEFECTS, WARP, OR BUCKLE. ACCURATELY FORM METAL TO REQUIRED SIZES AND PROFILES, WITH MINIMUM RADIUS FOR THICKNESS OF METAL. WHERE PRACTICAL, FIT AND ASSEMBLE UNITS IN MANUFACTURER'S PLANT. WHEN SHIPPING LIMITATIONS SO DICTATE, FRAMES FOR LARGE OPENINGS ARE TO BE FABRICATED IN SECTIONS FOR SPLICING OR SPLINING IN THE FIELD BY OTHERS. B. TOLERANCES: FABRICATE HOLLOW METALWORK TO TOLERANCES INDICATED IN ANSI/SDI A250.8. C. HOLLOW METAL DOORS: 1. EXTERIOR DOORS: PROVIDE OPTIONAL WEEP -HOLE OPENINGS IN BOTTOM OF EXTERIOR DOORS TO PERMIT MOISTURE TO ESCAPE WHERE SPECIFIED. 2, GLAZED LITES: FACTORY CUT OPENINGS INDOORS WITH APPLIED TRIM OR KITS TO FIT. FACTORY INSTALL GLAZING WHERE INDICATED. 3. ASTRAGALS: PROVIDE OVERLAPPING ASTRAGALS AS NOTED INDOOR HARDWARE SETS IN DIVISION 08 SECTION "DOOR HARDWARE" ON ONE LEAF OF PAIRS OF DOORS WHERE REQUIRED BY NFPA 80 FOR FIRE PERFORMANCE RATING OR WHERE INDICATED. EXTEND MINIMUM 3/4 INCH BEYOND EDGE OF DOOR ON WHICH ASTRAGAL IS MOUNTED. 4. CONTINUOUS HINGE REINFORCEMENT: PROVIDE WELDED CONTINUOUS 12 GAUGE STRAP FOR CONTINUOUS HINGES SPECIFIED IN HARDWARE SETS IN DIVISION08 SECTION "DOOR HARDWARE". D. HOLLOW METAL FRAMES: 1. SHIPPING LIMITATIONS: WHERE FRAMES ARE FABRICATED IN SECTIONS DUE TO SHIPPING OR HANDLING LIMITATIONS, PROVIDE ALIGNMENT PLATES OR ANGLES AT EACH JOINT, FABRICATED OF SAME THICKNESS METAL AS FRAMES. 2. WELDED FRAMES: WELD FLUSH FACE JOINTS CONTINUOUSLY; GRIND, FILL, DRESS, AND MAKE SMOOTH, FLUSH, AND INVISIBLE. 3. WELDED FRAMES ARE TO BE PROVIDED WITH TWO STEEL SPREADERS TEMPORARILY ATTACHED TO THE BOTTOM OF BOTH JAMBS TO SERVE AS A BRACE DURING SHIPPING AND HANDLING. SPREADER BARS ARE FOR BRACING ONLY AND ARE NOT TC BE USED TO SIZE THE FRAME OPENING. 4. SIDELIGHT AND TRANSOM BAR FRAMES: PROVIDE CLOSED TUBULAR MEMBERS WITH NO VISIBLE FACE SEAMS OR JOINTS. FABRICATED FROM SAME MATERIAL AS DOOR FRAME, FASTEN MEMBERS AT CROSSINGS AND TO JAMBS BY BUTT WELDING. 5, HIGH FREQUENCY HINGE REINFORCEMENT: PROVIDE HIGH FREQUENCY HINGE REINFORCEMENTS AT DOOR OPENINGS 48- INCHES AND WIDER WITH MORTISE BUTT TYPE HINGES AT TOP HINGE LOCATIONS. o. CONTINUOUS HINGE REINFORCEMENT' PROVIDE WELDED CONTINUO US 12 GAUGE STRAPS FOR CONTINUOUS HINGES SPECIFIED IN HARDWARE SETS IN DIVISION 08 SECTION "DOOR HARDWARE". 7. PROVIDE COUNTERSUNK, FLAT- OR OVAL -HEAD EXPOSED SCREWS AND BOLTS FOR EXPOSED FASTENERS UNLESS OTHERWISE INDICATED FOR REMOVABLE STOPS, PROVIDE SECURITY SCREWS AT EXTERIOR LOCATIONS. 8. MORTAR GUARDS: PROVIDE GUARD BOXES AT BACK OF HARDWARE MORTISES IN FRAMES AT ALL HINGES AND STRIKE PREPS REGARDLESS DLES^ F GROUTINGREQUIREMENTS. uAR 5 0 �, U 9. FLOOR ANCHORS: WELD ANCHORS TO BOTTOM OF JAMBS AND MULLIONS WITH AT LEAST FOUR SPOT WELDS PER ANCHOR. 10, JAMB ANCHORS: PROVIDE NUMBER AND SPACING OF ANCHORS AS FOLLOWS: E. MASONRY TYPE: LOCATE ANCHORS NOT MORE THAN 18 INCHES FROM TOP AND BOTTOM OF FRAME. SPACE ANCHORS NOT MORE THAN 32 INCHES O.C. AND AS FOLLOWS: 1. TWO ANCHORS PER JAMB UP TO 60 INCHES HIGH. 2. THREE ANCHORS PER JAMB UP" 0 60 TO 90 !NCHES HIGH. F. STUD WALL TYPE: LOCATE ANCHORS NOT MORE THAN 18 INCHES FROM TOP AND BOTTOM OF FRAME. SPACE ANCHORS NOT MORE THAN 32 INCHES O.C. AND AS FOLLOWS: 1. THREE ANCHORS PER JAMB UP TO 60 INCHES HIGH. 2. FOUR ANCHORS PER JAMB FROM 60 TO 90 INCHES HIGH. G. DOOR SILENCERS: EXCEPT ON WEATHERSTRIPPED OR GASKETED DOORS, DRILL STOPS TO RECEIVE DOOR SILENCERS. SILENCERS TO BE SUPPLIED BY FRAME MANUFACTURER REGARDLESS IF SPECIFIED IN DIVISION 08 SECTION "DOOR HARDWARE" H. HARDWARE PREPARATION: FACTORY PREPARE HOLLOW METAL WORK TO RECEIVE TEMPLATE MORTISED HARDWARE; INCLUDE CUTOUTS, REINFORCEMENT, MORTISING, DRILLING, AND TAPPING ACCORDING TO THE DOOR HARDWARE SCHEDULE AND TEMPLATES FURNISHED AS SPECIFIED IN DIVISION 08 SECTION "DOOR HARDWARE." 1. LOCATE HARDWARE AS INDICATED, OR IF NOT INDICATED, ACCORDING TO ANSI/SDI A250.8. 2. REINFORCE DOORS AND FRAMES TO RECEIVE NON -TEMPLATE, MORTISED AND SURFACE MOUNTED DOOR HARDWARE. 3. COMPLY WITH APPLICABLE REQUIREMENTS IN ANSI/SDI A250.6 AND ANSI/DHI A115 SERIES SPECIFICATIONS FOR PREPARATION OF HOLLOW METAL WORK FOR HARDWARE. 4, COORDINATE LOCATIONS OF CONDUIT AND WIRING BOXES FOR ELECTRICAL CONNECTIONS WITH DIVISION 26 SECTIONS. SECTION 081113 - HOLLOW METAL DOORS AND FRAMES (CONTINUED) 1.13 STEEL FINISHES A. PRIME FINISHES: DOORS AND FRAMES TO BE CLEANED, AND CHEMICALLY TREATED TO INSURE MAXIMUM FINISH PAINT ADHESION. SURFACES OF THE DOOR AND FRAME EXPOSED TO VIEW TO RECEIVE A FACTORY APPLIED COAT OF RUST INHIBITING SHOP PRIMER. 1.14 INSTALLATION A. GENERAL: INSTALL HOLLOW METALWORK PLUMB, RIGID, PROPERLY ALIGNED, AND SECURELY FASTENED IN PLACE; COMPLY WITH DRAWINGS AND MANUFACTURER'S WRITTEN INSTRUCTIONS. B. HOLLOW METAL FRAMES: INSTALL HOLLOW METAL FRAMES OF SIZE AND PROFILE INDICATED, COMPLY WITH ANSI/SDI A250.11 AND NFPA 80 AT FIRE RATED OPENINGS. C. HOLLOW METAL DOORS: FIT HOLLOW METAL DOORS ACCURATELY IN FRAMES, WITHIN CLEARANCES SPECIFIED BELOW. SHIM AS NECESSARY. 1. NON -FIRE -RATED STANDARD STEEL DOORS: a. JAMBS AND HEAD: 1/8 INCH PLUS OR MINUS 1/16 INCH. b. BETWEEN EDGES OF PAIRS OF DOORS: 1/8 INCH PLUS OR MINUS 1/16 INCH. c. BETWEEN BOTTOM OF DOOR AND TOP OF THRESHOLD: MAXIMUM 3/8 INCH'. d. BETWEEN BOTTOM OF DOOR AND TOP OF FINISH FLOOR (NO THRESHOLD); MAXIMUM 3/4 INCH, 2. FIRE -RATED DOORS: INSTALL DOORS WITH CLEARANCES ACCORDING TO NFPA 80. D. FIELD GLAZING: COMPLY WITH INSTALLATION REQUIREMENTS IN DIVISION 08 SECTION "GLAZING" AND WITH HOLLOW METAL MANUFACTURER'S WRITTEN INSTRUCTIONS. SECTION 081423 - CLAD WOOD DOORS 1.1 SUMMARY A. SECTION INCLUDES: 1. FLUSH SOLID CORE LOW PRESSURE CLAD OR DECORATIVE LAMINATE DOORS. 2. FACTORY FITTING CLAD WOOD DOORS TO FRAMES AND FACTORY MACHINING FOR HARDWARE. 3. LIGHT FRAMES AND GLAZING INSTALLED IN CLAD WOOD DOORS 1.2 ACTION SUBMITTALS A. REFER TO SECTION 013300 FOR REQUIRED SUBMITTALS, B. DOOR HARDWARE SUPPLIER IS TO FURNISH TEMPLATES, TEMPLATE REFERENCE NUMBER AND/OR PHYSICAL HARDWARE TO THE WOOD DOOR SUPPLIER IN ORDER TO PREPARE THE DOORS AND FRAMES TO RECEIVE THE FINISH HARDWARE ITEMS. C. SHOP DRAWINGS: INDICATE LOCATION, SIZE, AND HAND OF EACH DOOR; ELEVATION OF EACH KIND OF DOOR; CONSTRUCTION DETAILS NOT COVERED IN PRODUCT DATA: LOCATION AND EXTENT OF HARDWARE BLOCKING; AND OTHER PERTINENT DATA. 1. INDICATE DIMENSIONS AND LOCATIONS OF MORTISES AND HOLES FOR HARDWARE, 2. INDICATE DIMENSIONS AND LOCATIONS OF CUTOUTS. 3. INDICATE FIRE PROTECTION RATINGS FOR FIRE RATED DOORS, 1.3 QUALITY ASSURANCE A. QUALITY STANDARD: IN ADDITION TO REQUIREMENTS SPECIFIED, COMPLY WITH WDMA I.S.1-A, LATEST EDITION, "INDUSTRY STANDARD FOR ARCHITECTURAL WOOD FLUSH DOORS." AND THE FOLLOWING MINIMUM VALUES (FOR PARTICLE CORE DOORS): 1. NWWDA TM-7 CYCLE SLAM TEST: 1,000,000 CYCLES. 2, NWWDA TM-8 HINGE LOADING TEST 1,000 LBS, 3. NWWDA TM-10 EDGE SCREW HOLDING TEST 850 LBS. 4. NWWDA TM-10 FACE SCREW HOLDING TEST 650 LBS. B. FIRE RATED WOOD DOORS: DOORS COMPLYING WITH NFPA 80 THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR FIRE RATINGS INDICATED, BASED ON TESTING AT POSITIVE PRESSURE ACCORDING TO NFPA 252 (NEUTRAL PRESSURE AT 40 INCHES ABOVE SILL) OR UL 10C (NEUTRAL PRESSURE TESTING ACCORDING TO UL 10B WHERE SPECIFIED). C. SECURITY RATING FOR PARTICLE CORE DOORS: ASTM F 476, GRADE 40. 1.4 WARRANTY A. SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE DOORS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD. 1.5 DOOR CONSTRUCTION - GENERAL A. WDMA LS.1-A PERFORMANCE GRADE: EXTRA HEAVY DUTY; AESTHETIC GRADE: PREMIUM. B. PARTICLEBOARD CORE DOORS: 1. PARTICLEBOARD FOR LPDL DOORS: ANSI A208.1, GRADE M-2. 2. BLOCKING: AS REQUIRED TO MEET EXTRA HEAVY DUTY PERFORMANCE LEVEL. C. FIRE RATED DOORS: PROVIDE CONSTRUCTION AND CORE SPECIFIED ABOVE AS NEEDED TO PROVIDE FIRE RATINGS INDICATED. 1, CATEGORY A EDGE CONSTRUCTION: PROVIDE FIRE RATED DOOR EDGE CONSTRUCTION WITH INTUMESCENT SEALS CONCEALED BY OUTER STILE (CATEGORY A). COMPLY WITH SPECIFIED REQUIREMENTS FOR EXPOSED EDGES. 2. CATEGORY B EDGE CONSTRUCTION: PROVIDE MINUTE FIRE RATED DOORS AS CATEGORY B, WITH SMOKE AND FIRE SEALS (SUPPLIED BY SEAL MANUFACTURER) APPLIED TO FRAME, 3. PAIRS: PROVIDE FIRE RETARDANT STILES THAT ARE LISTED AND LABELED FOR APPLICATIONS INDICATED WITHOUT FORMED STEEL EDGES AND ASTRAGALS. PROVIDE STILES WITH CONCEALED INTUMESCENT SEALS. COMPLY WITH SPECIFIED REQUIREMENTS FOR EXPOSED EDGES. a. WHERE REQUIRED OR SPECIFIED, PROVIDE FORMED STEEL EDGES AND ASTRAGALS WITH INTUMESCENT SEALS. FINISH STEEL EDGES AND ASTRAGALS WITH BAKED ENAMEL. 1.6 LOW PRESSURE DECORATIVE LAMINATE (LPDL) FACED DOORS A. PRODUCT: REFER TO FINISH SCHEDULE. B. LOW PRESSURE DECORATIVE LAMINATE (LPDL) THERMAL FUSED FACES: 1. LOW PRESSURE DECORATIVE LAMINATES FACES THERMALLY FUSED TO CORES UNDER HEAT AND PRESSURE, COMPLYING WITH LAMINATING MATERIALS ASSOCIATION'S PRODUCT STANDARD AND TYPICAL PHYSICAL PROPERTIES OF DECORATIVE OVERLAYS, LIAA.2003. 2. FINISH: HIGHL!NE 7970K C. EXPOSED EDGES: IMPACT RESISTANT POLYMER EDGING, MINIMUM .040" THICK, APPLIED TO ALL FOUR EDGES AFTER FACES, D. POLYMER EDGING COLOR OR WOOD GRAIN PATTERN: MANUFACTURER'S STANDARD COLOR THAT MOST CLOSELY MATCHES FACES. E. PROVIDE DOORS WITH PILOT HOLES FACTORY DRILLED FOR VERTICAL EDGE HINGES AND LOCK SETS. F. WHERE CONTINUOUS HINGES ARE SPECIFIED, PROVIDE COARSE THREAD PARTICLEBOARD SCREWS DESIGNED FOR USE IN DENSE WOOD. G. DOORS TO RECEIVE'W UNDERCUT OR AS REQUIRED BY CODE. 1.7 LIGHT FRAMES AND GLAZING A. METAL FRAMES FOR LIGHT OPENINGS IN FIRE RATED DOORS OVER 20-MINUTE RATING: MANUFACTURER'S STANDARD FRAME FORMED OF 0.048-INCH-THICK, COLD ROLLED STEEL SHEET; WITH BAKED ENAMEL OR POWDER COATED FINISH; AND APPROVED FOR USE IN DOORS OF FIRE PROTECTION RATING INDICATED. B. GLAZING: COMPLY WITH INSTALLATION REQUIREMENTS IN DIVISION 8 SECTION "GLAZING" D Q S 0 S NG" AN WITH THE FLUSH WOOD DOOR MANUFACTURER'S WRITTEN INSTRUCTIONS. 1.8 FABRICATION A. FACTORY FIT DOORS TO SUIT FRAME OPENING SIZES INDICATED. COMPLY WITH CLEARANCE REQUIREMENTS OF REFERENCED QUALITY STANDARD FOR FITTING UNLESS OTHERWISE INDICATED. 1. COMPLY WITH REQUIREMENTS IN NFPA 80 FOR FIRE RATED DOORS, B. FACTORY MACHINE DOORS FOR HARDWARE THAT IS NOT SURFACE APPLIED. COMPLY WITH FINAL HARDWARE SCHEDULES, DOOR FRAME SHOP DRAWINGS, DHI A115-W SERIES STANDARDS, AND HARDWARE TEMPLATES. 1. COORDINATE WITH HARDWARE MORTISES IN METAL FRAMES TO VERIFY DIMENSIONS AND ALIGNMENT BEFORE FACTORY MACHINING. 2. METAL ASTRAGALS: FACTORY MACHINE ASTRAGALS AND FORMED STEEL EDGES FOR HARDWARE FOR PAIRS OF FIRE RATED DOORS. C. OPENINGS: CUT AND TRIM OPENINGS THROUGH DOORS IN FACTORY. 1. LIGHT OPENINGS: TRIM OPENINGS WITH MOLDINGS OF MATERIAL AND PROFILE INDICATED. 2. GLAZING: COMPLY WITH APPLICABLE REQUIREMENTS IN DIVISION 08 SECTION "GLAZING." 3. LOUVERS: FACTORY INSTALL LOUVERS IN PREPARED OPENINGS. D. ELECTRICAL RACEWAYS: PROVIDE FLUSH WOOD DOORS RECEIVING ELECTRIFIED HARDWARE WITH CONCEALED WIRING HARNESS AND STANDARDIZED MOLEX11 PLUG CONNECTORS ON BOTH ENDS TO ACCOMMODATE UP TO TWELVE WIRES. COORDINATE CONNECTORS ON END OF THE WIRING HARNESS TO PLUG DIRECTLY INTO THE ELECTRIFIED HARDWARE AND THE THROUGH WIRE TRANSFER HARDWARE OR WIRING HARNESS SPECIFIED IN HARDWARE SETS IN DIVISION 08 "DOOR HARDWARE". WIRE NUT CONNECTIONS ,ARF NOT ACCEPTABLE. 1,9 INSTALLATION A. HARDWARE. FOR INSTAL LATION, SEE DIVISION 8 SECTION "DOOR HARDWARE." B. INSTALLATION INSTRUCTIONS: INSTALL DOORS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND THE REFERENCED QUALITY STANDARD, AND AS INDICATED. C. FACTORY FITTED DOORS: ALIGN IN FRAMES FOR UNIFORM CLEARANCE AT EACH EDGE. SECTION 083113 - ACCESS DOORS AND FRAMES 1.1 SUMMARY: ACCESS DOORS AND FRAMES FOR WALLS AND CEILINGS, 1.2 ACTION SUBMITTALS: REFER TO SECTION 013300 FOR REQUIRED SUBMITTALS. 1.3 MANUFACTURERS A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENT, PROVOE PROD'Ji;TS BY ONE OF THE F"L', ,'`i OR EQUAL: 1. JL INDUSTRIES INC. 2. LARSEN'S MANUFACTURING COMPANY 1.4 ACCESS DOORS AND FRAMES FOR WALLS AND CEILINGS A. SOURCE LIMITATIONS: OBTAIN EACH TYPE OF ACCESS DOOR AND FRAME F1RC-!VI'S1NG1_c Si I RCE FR,C,1 SiNCLE MANUFACTURER. B. TYPE: FLUSH TYPE AT NON FIRE RATED CONSTRUCTION. STANDARD UL A?PROVE,^.. r RA",1ED TYPE AT FIRE RATED CONSTRUCTION. KEY OPERATED. 1. ASSEMBLY DESCRIPTION: FABRICATE DOOR TO FIT FLUSH TO FRAME PROVIDE MANUFACTURER'S STANDA.RD41,10"H EXPOSED FLANGE, PROPORTIONAL TO DOOR SIZE. 2. LOCATIONS: WALL AND CEILING. 3. DOOR SIZE: AS REQUIRED TO FIT APPLICATION, OR AS INDICATED. 4. METALLIC -COATED STEEL SHEET FOR DOOR: NOMINAL 0.064 INCH, 16 GAGE. 5. FRAME MATERIAL: SAME MATERIAL, THICKNESS, AND FINISH AS DOOR. 6. HINGES: MANUFACTURER'S STANDARD PIANO HINGE. 7. HARDWARE: CAM LATCH. 1.5 INSTALLATION A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING ACCESS DOORS AND FRAMES. B. INSTALL DOORS FLUSH WITH ADJACENT FINISH SURFACES OR RECESSED TO RECEIVE FINISH MATERIAL. SECTION 084113 - ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS 1.1 SUMMARY A. SECTION INCLUDES: 1. EXTERIOR AND INTERIOR STOREFRONT FRAMING, 2. EXTERIOR AND INTERIOR MANUAL -SAVING ENTRANCE DOORS AND DOOR -FRAME UNI S. 1.2 ACTION SUBMITTALS A. REFER TO SECTION 013300 FOR REQUIRED SUBMITTALS. B. PRODUCT DATA: FOR EACH TYPE OF PRODUCT, C. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS, FULL-SIZE DETAILS, DOOR HARDWARE SCHEDULE, AND ATTACHMENTS TO OTHER WORK. 1, SHOW CONNECTION TO AND CONTINUITY WITH ADJACENT THERMAL, WEATHER, AIR, AND VAPOR BARRIERS. D. DELEGATED -DESIGN SUBMITTAL: FOR ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS INDICATED TO COMPLY W11 H PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA, INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. 1.3 INFORMATIONAL SUBMITTALS: WARRANTY INFORMATION. 1.4 CLOSEOUT SUBMITTALS: MAINTENANCE DATA. 1.5 QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS: AN ENTITY THAT EMPLOYS INSTALLERS WHO ARE TRAINED AND APPROVED BY MANUFACTURER. B. TESTING AGENCY QUALIFICATIONS: QUALIFIED ACCORDING TO ASTivi E 699 OR TESTING INDICATED. C. PRODUCT OPTIONS: INFORMATION ON DRAWINGS AND IN SPECIFICATIONS 173TASLiSI-!ES RE.Q liRE1,'ENTS FOR nE37H'L'C EFFECTS AND PERFORMANCE CHARACTERISTICS OF ASSEMBLIES. AESTHETIC EFFECTS ARE INDICATED BY DITviEN3,C; iS. ARRANGEMENTS, ALIGNMENT, AND PROFILES OF COMPONENTS AND ASSEiv`IBL!`_S S THE`; RELATE TO SI+.n�I-!TLIN�:S Ti? C;NE ANOTHER, AND TO ADJOINING CONSTRUCTION. 1. DO NOT CHANGE INTENDED AESTHETIC EFFECTS. AS JUDGED SOLELY BY ARCHITECT. EXCEPT'd'J!Ti� ARCHITELT`S APPROVAL. IF CHANGES ARE PROPOSED, SUBMIT COMIPREHENS;VE EXPLANA TORY C I TA TO AkCH! T EC: r FOP,, REV;E'.;V. 1.6 WARRANTY A. SPECIAL WARRANTY: MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS C.+F ALU;'ANLIPf rF'4L%.SED ENTRANCES AND STOREFRONTS THAT DO NOT COMPLY tIJITH REOUIREMEN'TS OR THAT II ;AI!_ !I,II i`.1,AT• EFiALS OR W'ORKNIANSHIP WITHIN SPECIFIED WARRANTY PERIOD OF FIVE YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 1.7 PERFORMANCE REQUIREMENTS A. DELEGATED DESIGN: ENGAGE A QUALIFIED PROFESSIONAL ENGINEER, AS DEFINE^ !N SECTION 014000 "QUALi (Y REQUIREMENTS," TO DESIGN ALUMINUM -FRAMED ENTRANCES, STOREFRONTS. SUN SHADES, AND Ub,HT SHELVES',) P/EET ALL LOCAL STRUCTURAL DESIGN LOADS, B. GENERAL PERFORMANCE: COMPLY WITH PERFORMANCE REQUIREMENT SPECIFIED, AS DETERMI. IED BY TES i NG OF ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS REPRESENTING THOSE INDICATED FOR THIS PROJECT'A1ITHOIJT FAILURE DUE TO DEFECTIVE MANUFACTURE, FABRICATION, INSTALLATION, OR OTHER DEFECTS IN CONSTRUCTION. 1, ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS SHALL WITHSTAND MOVEMENTS OF SUPPORTING STRUCTURE INCLUDING, BUT NOT LIMITED TO, STORY DRIFT, TWIST, COLUMN SHORTENING, LONG-TERM CREEP, AND DEFLECTION FROM UNIFORMLY DISTRIBUTED AND CONCENTRATED LIVE LOADS, 2. FAILURE ALSO INCLUDES THE FOLLOWING: a. THERMAL STRESSES TRANSFERRING TO BUILDING STRUCTURE. b. GLASS BREAKAGE. c. NOISE OR VIBRATION CREATED BY WIND AND THERMAL AND STRUCTURAL MOVEiAEN`^ d. LOOSENING OR WEAKENING OF FASTENERS, ATTACHMENTS, AND OTHER. COMPONENTS. e. FAILURE OF OPERATING UNITS. C. STRUCTURAL LOADS: 1. WIND LOADS: DESIGN PRESSURES PER CHAPTERS 26 THROUGH 30 OF ASCE 7 OR SECTION 1609 OF THE INTERNATIONAL BUILDING CODE, AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION, D. DEFLECTION OF FRAMING MEMBERS: AT DESIGN WIND PRESSURE, AS FOLLOWS: 1. DEFLECTION NORMAL TO WALL PLANE: LIMITED TO EDGE OF GLASS IN A DIRECTIr,N PERPENDICULAR TO GLASS PLANE NOT EXCEEDING 1/175 OF THE GLASS EDGE LENGTH FOR EACH INDIVIDUAL GLAZING LITE OR AN AMOUNT THAT RESTRICTS EDGE DEFLECTION OF INDIVIDUAL GLAZING LITES TO 3/4 INCH, WHICHEVER IS LESS. 2. DEFLECTION PARALLEL TO GLAZING PLANE: LIMITED TO 1/360 OF CLEAR SPAN OR 1i8 INCH, WHICHEVER IS SMALLER. 3. CANTILEVER DEFLECTION: WHERE FRAMING MEMBERS OVERHANG AN ANCHOR POINT, AS FOLLOWS: a. PERPENDICULAR TO PLANE OF WALL: NO GREATER THAN 1/240 OF CLEAR SPAN PLUS 1A INCH FOR SPANS GREATER THAN 11 FEET 8-1/4 INCHES OR 1/175 TIMES SPAN, FOR SPANS LESS THAN 11 FEET 8-114 INCHES. 4. ENGINEER STOREFRONT FRAME REINFORCEMENT AS REQUIRED TO MEET ALL DEFLECTION CRITERIA AND ATTA.CHNIENT OF SYSTEM COMPONENTS. E. STRUCTURAL: TEST ACCORDING TO ASTM E 330 AS FOLLOWS: 1. WHEN TESTED AT POSITIVE AND NEGATIVE WIND -LOAD DESIGN PRESSURES, ASSEMBLIES DO NOT EVIDENCE DEFLECTION EXCEEDING SPECIFIED LIMITS. 2. WHEN TESTED AT 150 PERCENT OF POSITIVE AND NEGATIVE V`JIND-LOAD DESIGN PRESSURES, ASSEMBLIES, !hiCLUDING ANCHORAGE, DO NOT EVIDENCE MATERIAL FAILURES, STRUCTURAL DISTRESS, OR PERMANi NT DEFO=I%AATION OF MAIN FRAMING MEMBERS EXCEEDING 0.2 PERCENT OF SPAN. 3. TEST DURATIONS: AS REQUIRED BY DESIGN WIND VELOCITY, BUT NOT LET'S THAN 10 SECONDS. F. AIR INFILTRATION: TEST ACCORDING TO ASTM E 283 FOR !NFILTRATiON A.S POLL'_ Vv3: 1. FIXED FRAMING AND GLASS AREA: MAXIMUM AIR LEAKAGE OF = 0.06 CFf,NSQ1. F-,. A' L.::TATI':-AIR-„ =:El tiURF DIFFERENTIAL OF 6,24 LBF/SQ. FT. 2. ENTRANCE DOORS: SINGLE DOORS: MAXIMUM AIR LEAKAGE OF 0.5 CRIAISQ. FT. AT A STATIC -AIR: PRESSURE DIF-FC-RENTIAL OF 1.57 LBF/SQ, FT. G. WATER PENETRATION UNDER STATIC PRESSURE: TEST ACCORDIh�, i O AS fM F. 33, AS FOLLOWS. 1. NO EVIDENCE OF WATER PENETRATION THROUGH FIXED GLAZING AND FRAMING AREAS :rJHEAL TESTED ACCC?�,ING TOP, MINIMUM STATIC -AIR -PRESSURE DIFFERENTIAL OF 10 PSF. H. ENERGY PERFORMANCE: CERTIFY AND LABEL ENERGY PERFORMANCE ACCORDING TC. '•JFR(', AS FOLLOWS: 1, THERMAL TRANSMITTANCE (U-FACTOR): FIXED GLAZING AND FRAMING AREAS SHALL HAVE U FACTOR OF NOT MORE THAN 0.45 BTU/SQ. FT. X H X DEG F AS CERTIFIED TO NFRC 100. 2. CONDENSATION RESISTANCE: FIXED GLAZING AND FRAMING AREAS SHALL. HAVE AN NFRC-CERTIFIED CONDENS,",TIUN RESISTANCE RATING OF NO LESS THAN 60 AS DETERMINED ACCORDING TO NFRC 500. I. THERMAL MOVEMENTS: ALLOW FOR THERMAL POVEMENTS RESULTING FRONT AM:81:EiNT INC CUIRF ,CE TEI'A PERT;7URE CHANGES: 1. TEMPERATURE CHANGE:120 DEG F, AMBIENT; 16C DEG F, iMAFERAL SURFACES. J. W'INDBORNE-DEBRIS-IMPACT RESISTANCE PERFORMANCE: SHALL BE TESTED IN ACCORDANCE'WITH ASThv1 E 18F, INFORMATION IN ASTM E 1996 AND TAS 201/203, 1. LARGE -MISSILE IMPACT: FOR ALUMINUM -FRAMED SYSTEMS LOCATED WITHIN 30 FEET OF GRADE. 1.8 MANUFACTURERS: A. ACCEPTABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO THE FOLLO'VViNG: 1. BASIS OF DESIGN: AS SCHEDULED ON DRAWINGS, 2. SUBSTITUTION: REFER TO SECTION 012500 "SUBSTITUTION PROCEDURES". 1.9 FRAMING: I A. EXTERIOR FRAMING MEMBERS FOR STOREFRONT AND PUNCHED WINDOW OPENING 1. SYSTEM AND FINISH: AS SCHEDULED ON DRAWINGS 2. MANUFACTURER'S EXTRUDED ALUMINUM FRAMING MEMBERS OF THICKNESS REQUIRED AND REINFORCED AS REQUIRED TO SUPPORT IMPOSED LOADS. 3. FABRICATION METHOD: FACTORY FABRICATED AND SHIPPED KNOCKDOWN FOR INSTk LA710iN BY THE GLAZINC S:!B- CONTRACTOR, designStyles a r c h I t e- 1-C. tu r =e- T ;'> N2 - , s .-,1 r-f-,; r i v T 0 n-1 n- ,,- FT l,, , - ,.ems `J -, Z£) L. :.. ,. 1 .... 5y f ^. j .'. q S , All reproduction u intellectual properly rights reserved 2017 pro ect N A ry ". 4 U)a , v, i E a '` *""s* i �, `py (jJ iyR4+ 4A A R 4 a ,. , a i ZEPHYR ILLS 5935 7th Street Zephyrhills, Fl 33542 Prepared for DAVITA MEDICAL GROUP In Association uwth: HEES & ASSOCIATES. INC. CONTACT: KARL HEES :k1i AIr H.T SARASOTA FL 342:1$ PHONE: 941.9517.4555 GEINE:J?.ri' ENGINEER kRCIIJP, L LC CONT!?C T : MiKeIE HANEv PHON: 813.523.6455 GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASHLEY' .,900 TAM?.A, FL PHONE: 813;.5d13.F;455 Z :: Proiess'o11a1 N c %- ; g� t' } li, i; ') to i- I; . r �f r. K. s ,,� , __ m 1,} r 11, .-. (. n: ,k'': r r Andrew J. D0t . I I ; :'` i10/2018 15805 11:22:42 AM Pia. `evisior; Descri�ti��s- Date i PERMIT ?,ND BID SET 12110/2048 Drawn E/: '0iJ Chocred By: SRS Project Number: 18 i 90 Sheet Title SPECIFICATION Original drakng is 24 x 36 Do not f -contents of drsYvir,o S),Ppt N/ar^ be` - - I I n JT I L- - 1 I -1 III -_ n ! - - -- 1� - - - - -� � �--I--- - - - - � . - - -- - -- a u - - a � SECTION 084113 - ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS (CONTINUED) B. INTERIOR FRAMING MEMBERS. 1, SYSTEM AND FINISH. AS SCHEDULED ON DRAWINGS 2, MANUFACTURER'S EXTRUDED ALUMINUM FRAMING MEMBERS OF THICKNESS REQUil AND REINFORCED AS REQUIRED TO SUPPORT IMPOSED LOADS. 3, FABRICATION METHOD: FACTORY FABRICATED AND SHIPPED KNOCKDOWN FOR INSTALLATION BY THE GLAZING SUB- CONTRACTOR. C. BACKER PLATES: MANUFACTURER'S STANDARD, CONTINUOUS BACKER PLATES FOR FRAMING MEMBERS, IF NOT INTEGRAL, WHERE FRAMING ABUTS ADJACENT CONSTRUCTION, D. BRACKETS AND REINFORCEMENTS: MANUFACTURER'S STANDARD HIGH -STRENGTH ALUMINUM WITH NONSTAINING, NONFERROUS SHIMS FOR ALIGNING SYSTEM COMPONENTS. E. SILL PLATES AND FLASHINGS: PROVIDE SILL PLATES, FLASHINGS AND FLASHING ACCESSORIES TO ACCOMMODATE POSITIVE DRAINAGE AND SILL PROTECTION AT GLAZED OPENINGS. REFER TO ARCHITECTURAL DRAWINGS. F. MATERIALS: 1. ALUMINUM: ALLOY AND TEMPER RECOMMENDED BY MANUFACTURER FOR TYPE OF USE AND FINISH INDICATED. a. SHEET AND PLATE: ASTM B 209. b. EXTRUDED BARS, RODS, PROFILES, AND TUBES: ASTM B 221. c. EXTRUDED STRUCTURAL PIPE AND TUBES: ASTM B 429/13 429M. d. STRUCTURAL PROFILES: ASTM B 308/B 308M. 2. STEEL REINFORCEMENT: MANUFACTURER'S STANDARD ZINC -RICH, CORROSION -RESISTANT PRIMER COMPLYING WITH SSPC PS GUIDE NO. 12.00; APPLIED IMMEDIATELY AFTER SURFACE PREPARATION AND PRETREATMENT. SELECT SURFACE PREPARATION METHODS ACCORDING TO RECOMMENDATIONS IN SSPC-SP COM, AND PREPARE SURFACES ACCORDING TO APPLICABLE SSPC STANDARD. a. STRUCTURAL SHAPES, PLATES, AND BARS: ASTM A 36,A 36M. b. COLD -ROLLED SHEET AND STRIP: ASTM A 1008A 10081\1, c. HOT -ROILED SHEET AND STRIP: iaSTM A 10??/A 1011Ps. 1.10 ENTRANCE DOUR SYSTEMS A. MANUFACTURERS FACTURERS STAD R N A : ENTRANCr E DOOR. 1 BASS OF DESIrNn. S SCHED ON CPAVINCS . 2. DOOR CONSTRUCTION: 1-314-INCH OVERALL THICKNESS, WITH MINIMUM 0.125-INCH THICK, EXTRUDED -ALUMINUM TUBULAR RAIL AND STILE MEMBERS. MECHANICALLY FASTEN CORNERSVd{TH REINFORCING BRACKETS THAT ARE DEEPLY PENETRATED AND FILLET VtfELDED OR THAT INCORPORATE CONCEALED TIE RODS, 3. DOOR. DESIGN: a. NC-D!UPA STILE; 3-1/ !NCH NOi'AINAL WIDTH. b. 10 INCH NOMINAL 80TTOM RAIL. 4. GLAZING: a. INTERIOR LOCATIONS: 3/8 INCH CLEAR TEMPERED GLAZING, UNLESS NCTED EXTERIOR AND VESTIBULE DOORS: 1 INCH CLEAR INSULATED GLASS UNIT, UNLESS NOTED OTHERWISE. b, REFER TO SECTION 088000 "GLAZING". 5. GLAZING STOPS AND GASKETS: BEVELED AT THE STILES AND SQUARE AT THE RAILS SNAP -ON, EXTRUDED -ALUMINUM STOPS AND PREFORMED GASKETS. a. PROVIDE NON -REMOVABLE GLAZING STOPS ON OUTSIDE OF DOOR. 1.11 ENTRANCE DOOR HARDWARE A. DOOR HARDWARE: HARDWARE IS SPECIFIED IN SECTION 087100 "DOOR HARDWARE" AND AS SCHEDULED ON THE DRAWINGS. 1. SUBSTITUTIONS NOT PERMITTED. B. COORDINATION: 1, DAVITA DOOR HARDWARE VENDOR (LOCKNET) TO PROVIDE AUTOMATIC OPERATORS AND PUSH PLATE HARDWARE ONLY, UNLESS COORDINATED OTHERWISE, INSTALLATION COORDINATED BY GENERAL CONTRACTOR, 2. ALL OTHER HARDWARE TO BE SUPPLIED BY ALUMINUM STOREFRONT MANUFACTURER. 3, COORDINATE ALTERNATIVE DOOR HARDWARE PROVISIONS WITH DAVITA DOOR HARDWARE VENDOR. C. GENERAL: PROVIDE DOOR HARDWARE INDICATED IN THE'DOOR HARDWARE SCHEDULE" ON DRAWINGS FOR EACH ENTRANCE DOOR, COMPLY WITH REQUIREMENTS IN THIS SECTION. 1. DOOR HARDWARE SETS: PROVIDE QUANTITY, ITEM, SIZE, FINISH OR COLOR INDICATED, AND NAMED MANUFACTURERS' PRODUCTS, 2. SEQUENCE OF OPERATION: PROVIDE ELECTRIFIED DOOR HARDWARE FUNCTION, SEQUENCE OF OPERATION, AND INTERFACE WITH OTHER BUILDING CONTROL SYSTEMS INDICATED. 3, OPENING -FORCE REQUIREMENTS: a. EGRESS DOORS: NOT MORE THAN 15 LBF TO RELEASE THE LATCH AND NOT MORE THAN 30 LBF TO SET THE DOOR IN MOTION AND NOT MORE THAN 15 LBF TO OPEN THE DOOR TO ITS MINIMUM REQUIRED WIDTH. b. ACCESSIBLE INTERIOR DOORS: NOT MORE THAN 5 LBF TO FULLY OPEN DOOR. D. DESIGNATIONS: REQUIREMENTS FOR DESIGN, GRADE, FUNCTION, FINISH, SIZE, AND OTHER DISTINCTIVE QUALITIES OF EACH TYPE OF ENTRANCE DOOR HARDWARE ARE INDICATED IN "ENTRANCE DOOR HARDWARE SETS" ARTICLE. PRODUCTS ARE IDENTIFIED BY USING ENTRANCE DOOR HARDWARE DESIGNATIONS AS FOLLOWS: 1. NAMED MANUFACTURERS' PRODUCTS: MANUFACTURER AND PRODUCT DESIGNATION ARE LISTED FOR EACH DOOR HARDWARE TYPE REQUIRED FOR THE PURPOSE OF ESTABLISHING MINIMUM REQUIREMENTS. MANUFACTURERS' NAMES ARE ABBREVIATED IN "ENTRANCE DOOR HARDWARE SETS" ARTICLE. 2 REFERENCES TO BHMA STANDARDS: PROVIDE PRODUCTS COMPLYING WITH THESE STANDARDS AND REQUIREMENTS FOR DESCRIPTION, QUALITY, AND FUNCTION. 112 GLAZING A. GLAZING: COMPLY WITH SECTION 038000 "GLAZING." B. GLAZING GASKETS: MANUFACTURER'S STANDARD SEALED -CORNER PRESSURE -GLAZING SYSTEM( OF BLACK, RESILIENT ELASTOMERIC GLAZING GASKETS, SETTING BLOCKS, AND SHIMS OR SPACERS. C. GLAZING SEALANTS: AS RECOMMENDED BY MANUFACTLiRER. D. SEALANTS USED INSIDE THE WEATHERPROOFING SYSTEM SHALL HAVE A VOO CONTENT OF 250 GIL. 1.13 FABRICATION A. FABRICATION OF MATERIAL APJD SYSTEM TO 3E BY MAtdL;F,= CrURER. B. FORM OR EXTRUDE ALUMINUM SHAPES BEFORE ! IN!SHING. C. WELL) IN CONCEALED LOCATIONS TO GREATEST EXTENT POSSIBLE TO AMMiZE DISTORTION OR DISCOLORATION OF FINISH. REMOVE WELD SPATTER AiND WELDING OXIDES FROM EXPOSED SURFACES BY DESCALING OR GRINDING. D. FABRICATE COMPONENTS THAT, WHEN ASSEMBLED, HAVE THE FOLLOV'IiNG CHARACTERISTICS: 1. PROF iLEES THAT ARE SHARP, STRA.IGHT.AND FREE OF DEFECTS OR DEFORMATIONS. 2. ACCURATELY FITTED JOINTS WITH ENDS COPED OR MITERED. 3. PHYSICAL AND THERMAL ISOLATION OF GLAZING FROM FRAMING MEMBERS. 4. ACCOMMODATIONS FOR THERMAL AND MECHANICAL MOVEMENTS OF GLAZING AND FRAMING TO MAINTAIN REQUIRED GLAZING EDGE CLEARANCES. 5. PROVISIONS FOR FIELD REPLACEMENT OF GLAZING FROM EXTERIOR. 6. FAST, ENERS, ANCHORS, AND CONNECTION DEVICES THAT ARE CONCEALED FROM VIEWTO GREATEST EXTENT POSSIBLE. E. MECI-lAMCALLY GLAZED FRAMING MIEMBERS: FABRICATE FOR FLUSH GLAZING WITHOUT PROJECTING STOPS. F. ENTRANCE DOOR FRAMES: REINFORCE AS REQUIRED TO SUPPORT LOADS IMPOSED BY DOOR OPERATION AND FOR INSTALLING ENTRANCE DOOR HARDWARE. G. ENTRANCE DOORS: REINFORCE DOORS AS REQUIRED FOR INSTALLING ENTRANCE DOOR HARDWARE. H. ENTRANCE DOOR HARDWARE INSTALLATION: FACTORY INSTALL ENTRANCE DOOR HARDWARE TO THE GREATEST EXTENT POSSIBLE, CUT, DRILL, AND TAP FOR FACTORY -INSTALLED ENTRANCE DOOR HARDWARE BEFORE APPLYING FINISHES. I. AFTER FABRICATION, CLEARLY MARK COMPONENTS TO IDENTIFY THEIR LOCATIONS IN PROJECT ACCORDING TO SHOP DRAWINGS. 1.14 ALUMINUM FINISHES A. CLASS 1 CLEAR ANODIC FINISH: EXTERIOR STOREFRONT FRAMING AND ACCESSORIES. B. CLASS 2 CLEAR ANODIC FINISH: INTERIOR STOREFRONT FRAMING. 1.15 INSTALLATION A. GENERAL: 1, COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. DO NOT INSTALL DAMAGED COMPONENTS. 3. FIT JOINTS TO PRODUCE HAIRLINE JOINTS FREE OF BURRS AND DISTORTION. 4. RIGIDLY SECURE NON -MOVEMENT JOINTS. 5. INSTALL ANCHORS WITH SEPARATORS AND ISOLATORS TO PREVENT METAL CORROSION AND ELECTROLYTIC DETERIORATION AND TO PREVENT IMPEDING MOVEMENT OF MOVING JOINTS. 6. SEAL PERIMETER AND OTHER JOINTS WATERTIGHT UNLESS OTHERWISE INDICATED. B. METAL PROTECTION: 1. WHERE ALUMINUM IS IN CONTACT WITH DISSIMILAR METALS, PROTECT AGAINST GA.LVA,NIC ACTION 8Y PAINTING CONTACT SURFACES WITH MATERIALS RECOMMENDED BY MAMJFACTt1RER FOR THIS PURPOSE OR SY INSTALLING NONCONDUCTIVE SPACERS. 2, INHERE .ALUMINUPP IS !N CONTACT WITH CONCRETE OR MASONRY, PROTECT AGAINST CORROSION By PAINTING CONTACT SURFACES WITH BITUMINOUS PAINT. C. USE CCNJTRNUOUS, FULL DEPTH AUJPJiP>IUMISILLS WITH VERTICAL LEG AT INTERIOR FACE AND P,NGLED DRIP EDGE AT EXTERIOR. 1, SET SILL MEMBERS AND FLASHING IN FULL SEALA14T BED AS SPECIFIED IN SECTION 079200 "JOINT SEALANTS" TO PRODUCE WE.ATHERTIGHT INSTALLATION. D. INSTALL COMPONENTS PLUMB AND TRUE IN ALIGNMENT WITH ESTABLISHED LINES AND GRADES. E. INSTALL GLAZING AS SPECIFIED IN SECTION 088000 "GLAZING." F ENTRANCE DOORS: INSTALL DOORS TO PRODUCE SMOOTH OPERATION Al TIGHT FIT AT CONTACT POINTS. i. EXTERIOR DOORS: iNSTA.LL TO PRODUCE VVEA. T HER T iGHT EPNCLOSIRE .AND TIGHT FIT AT WEATHER STRIPPING 2. INTERIOR DOORS: INSTALL CONTINUOUS SILENCERS ALONG FRAME. 3. FIELD -INSTALLED ENTRANCE DOOR HARDWARE: INSTALL SURFACE -MOUNTED ENTRANCE DOOR HARDWARE ACCORDING TO ENTRANCE DOOR HARDWARE MANUFACTURERS' WRITTEN INSTRUCTIONS USING CONCEALED FASTENERS TO GREATEST EXTENT POSSIBLE. SECTION 087100 - DOOR HARDWARE 1.1 SUMMARY A. THIS SECTION INCLUDES COMMERCIAL DOOR HARDWARE FOR SWINGING DOORS, B. DOOR HARDWARE INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING: 1. MECHANICAL DOOR HARDWARE. 2. ELECTROMECHANICAL DOOR HARDWARE, POWER SUPPLIES, BACK-UPS AND SURGE PROTECTION. 3. AUTOMATIC OPERATORS. 4. CYLINDERS SPECIFIED FOR DOORS IN OTHER SECTIONS. C. RELATED SECTIONS 1. DIVISION 08 SECTION "HOLLOW METAL DOORS AND FRAMES". 2. DIVISION 08 SECTION "ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS". 3. DIVISION 08 SECTION "CLAD WOOD DOORS". D. STANDARDS: ALL HARDWARE SPECIFIED HEREIN SHALL COMPLY WITH THE FOLLOWING INDUSTRY STANDARDS: 1. ANSI/BHMA CERTIFIED PRODUCT STANDARDS - A156 SERIES 2. UL10C - POSITIVE PRESSURE FIRE TESTS OF DOOR ASSEMBLIES 1.2 SUBMITTALS A. REFER TO SECTION 013300 FOR SUBMITTAL REQUIREMENTS. B. PRODUCT DATA: MANUFACTURER'S PRODUCT DATA SHEETS INCLUDING INSTALLATION DETAILS, MATERIAL DESCRIPTIONS, DIMENSIONS OF INDIVIDUAL COMPONENTS AND PROFILES, OPERATIONAL DESCRIPTIONS AND FINISHES. C. DOOR HARDWARE SCHEDULE: PREPARED BY OR 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, THICKNESS, HAND, FUNCTION, AND FINISH OF DOOR HARDWARE. D. OPERATING AND MAINTENANCE MANUALS: PROVIDE MANUFACTURERS OPERATING AND MAINTENANCE MANUALS FOR EACH ITEM COMPRISING THE COMPLETE DOOR HARDWARE INSTALLATION IN QUANTITY AS REQUIRED IN DIVISION 01, CLOSEOUT SUBMITTALS. THE IVANUAL TO INCLUDE THE NAME, ADDRESS, AND CONTACT INFORMATION OF THE MANUFACTURERS PROVIDING THE HARDWARE AND THEIR NEAREST SERVICE REPRESENTATIVES. THE FINAL COPIES DELIVERED AFTER COMPLETION OF THE INSTALLATION TEST TO INCLUDE "AS BUILT" MODIFICATIONS MADE DURING INSTALLATION, CHECKOUT, D .AND ACCEPTANCE TANCE E. WARRANTIES AND MAINTENANCE: SPECIAL WARRANTIES AND MAINTENANCE AGREEMENTS SPECIFIED IN THIS SECTION. 1.3 QUALITY ASSURANCE A. MANUFACTURERS QUALIFICATIONS: ENGAGE QUALIFIED MANUFACTURERS WITH A MINIMUM 5 YEARS OF DOCUMENTED EXPERIENCE IN PRODUCING HARDWARE AND EQUIPMENT SIMILAR TO THAT INDICATED FOR THIS PROJECT AND THAT HAVE A PROVEN RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. B. INSTALLER QUALIFICATIONS: INSTALLERS, TRAINED BY THE PRIMARY PRODUCT MANUFACTURERS, WITH A MINIMUM 3 YEARS DOCUMENTED EXPERIENCE INSTALLING BOTH STANDARD AND ELECTRIFIED BUILDERS HARDWARE SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THIS PROJECT AND WHOSE WORK HAS RESULTED IN CONSTRUCTION WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. C. SOURCE LIMITATIONS: OBTAIN EACH TYPE AND VARIETY OF DOOR HARDWARE SPECIFIED IN THIS SECTION FROM A SINGLE SOURCE, QUALIFIED SUPPLIER UNLESS OTHERWISE INDICATED. D. REGULATORY REQUIREMENTS: COMPLY WITH NFPA 70, NFPA 8Q NFPA 101 AND ANSI A117.1 REQUIREMENTS AND GUIDELINES AS DIRECTED IN THE MODEL BUILDING CODE. E. EACH UNIT TO BEAR THIRD PARTY PERMANENT LABEL DEMONSTRATING COMPLIANCE WITH THE REFERENCED STANDARDS. F. KEYING: GC TO COORDINATE KEYING WITH OWNER. G. PRE -SUBMITTAL CONFERENCE CALL: AS REQUIRED, CONDUCT COORDINATION CONFERENCE CALL WITH ATTENDANCE BY REPRESENTATIVES OF SUPPLIER(S), INSTALLER(S), AND CONTRACTOR(S) TO REVIEW PROPER METHODS AND THE PROCEDURES FOR RECEIVING, HANDLING, AND INSTALLING DOOR HARDWARE. H. AT COMPLETION OF INSTALLATION, PROVIDE WRITTEN DOCUMENTATION THAT COMPONENTS WERE APPLIED TO MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS AND ACCORDING TO APPROVED SCHEDULE. 1.4 DELIVERY, STORAGE, AND HANDLING A. INVENTORY DOOR HARDWARE ON RECEIPT AND PROVIDE SECURE LOCK -UP AND SHELVING FOR DOOR HARDWARE DELIVERED TO PROJECT SITE. DO NOT STORE ELECTRONIC ACCESS CONTROL HARDWARE, SOFTWARE OR ACCESSORIES AT PROJECT SITE WITHOUT PRIOR AUTHORIZATION. B. TAG EACH ITEM OR PACKAGE SEPARATELY WITH IDENTIFICATION RELATED TO THE FINAL DOOR HARDWARE SCHEDULE, AND INCLUDE BASIC INSTALLATION INSTRUCTIONS WITH EACH ITEM OR PACKAGE. C. DELIVER, AS APPLICABLE, PERMANENT KEYS, CYLINDERS, CORES, ACCESS CONTROL CREDENTIALS, SOFTWARE AND RELATED ACCESSORIES DIRECTLY TO OWNER VIA REGISTERED MAIL OR OVERNIGHT PACKAGE SERVICE. INSTRUCTIONS FOR DELIVERY TO THE OWNER SHALL BE ESTABLISHED AT THE "KEYING CONFERENCE". 15 COORDINATION A. TEMPLATES: OBTAIN AND DISTRIBUTE TO THE PARTIES INVOLVED TEMPLATES FOR DOORS, FRAMES, AND OTHER WORK SPECIFIED TO BE FACTORY PREPARED FOR INSTALLING STANDARD AND ELECTRIFIED HARDWARE. CHECK SHOP DRAWINGS OF OTHER WORK TO CONFIRM THAT ADEQUATE PROVISIONS ARE MADE FOR LOCATING AND INSTALLING HARDWARE TO COMPLY WITH INDICATED REQUIREMENTS. S. DOOR HARDWARE AND ELECTRICAL CONNECTIONS: COORDINATE THE LAYOUT AND INSTALLATION OF SCHEDULED ELECTRIFIED DOOR HARDWARE AND RELATED ACCESS CONTROL EQUIPMENT WITH REQUIRED CONNECTIONS TO SOURCE POWER JUNCTION BOXES, LOW VOLTAGE POWER SUPPLIES, DETECTION AND MONITORING HARDWARE, AND FIRE AND DETECTION ALARM SYSTEMS. C. DOOR AND FRAME PREPARATION: RELATED DIVISION 08 SECTIONS (STEEL, ALUMINUM AND WOOD) DOORS AND CORRESPONDING FRAMES ARE TO BE PREPARED, REINFORCED AND PRE -WIRED (IF APPLICABLE) TO RECEIVE THE INSTALLATION OF THE SPECIFIED ELECTRIFIED, MONITORING, SIGNALING AND ACCESS CONTROL SYSTEM HARDWARE WITHOUT ADDITIONAL IN -FIELD MODIFICATIONS. 1.6 WARRANTY A. GENERAL WARRANTY: REFERENCE DIVISION Ot, GENERAL REQUIREMENTS. SPECIAL WARRANTIES SPECIFIED IN THIS ARTICLE SHALL NOT DEPRIVE OWNER OF OTHER RIGHTS OWNER MAY HAVE UNDER OTHER PROVISIONS OF THE CONTRACT DOCUMENTS AND SHALL BE IN ADDITION TO, AND RUN CONCURRENT WITH, OTHER WARRANTIES MADE BY CONTRACTOR LINDER REQUIREMENTS OF THE CONTRACT DOCUMENTS. B WARRANTY PERIOD: WRITTEN WARRANTY, EXECUTED BY MANUFACTURER(S), AGREEING TO REPAIR OR REPLACE COMPONENTS OF STANDARD AND ELECTRIFIED DOOR HARDWARE THAT FAILS IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD AFTER FINAL ACCEPTANCE BY THE OWNER. FAILURES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. STRUCTURAL FAILURES INCLUDING EXCESSIVE DEFLECTION, CRACKING, OR BREAKAGE. 2. FAULTY OPERATION OF THE HARDWARE. 3 DETERIORATION OF METALS, METAL FINISHES, AND OTHER MATERIALS BEYOND NORMAL WEATHERING, 4. ELECTRICAL COMPONENT D AND FAILURES WITHIN THE SYSTEMS OPERATION. E T DEFECTS A C. S T ANDARD WARRANTY PERIOD: YEAR FROM DATE OF SUBSTANTIAL COMPLETION UNLESS OTHERWISE INDICATED. 0 ONE D. SPECIAL WARRANTY PERIODS: 1. TEN YEARS F . OR MORTISE LOCKS AND LATHES. 2. FIVE YEARS FOR EXIT HARDWARE. 3. TWENTY FIVE YEARS FOR MANUAL SURFACE DOOR CLOSERS. 4. TWO YEARS FOR ELECTROMECHANICAL DOOR HARDWARE. 1.7 MAINTENANCE SERVICE A. MAINTENANCE TOOLS AND INSTRUCTIONS: FURNISH A COMPLETE SET OF SPECIALIZED TOOLS AND MAINTENANCE INSTRUCTIONS AS NEEDED FOR OWNER'S CONTINUED ADJUSTMENT, MAINTENANCE, AND REMOVAL AND REPLACEMENT OF DOOR HARDWARE. B. CONTINUING SERVICE: BEGINNING AT SUBSTANTIAL COMPLETION, AND RUNNING CONCURRENT WITH THE SPECIFIED WARRANTY PERIOD, PROVIDE CONTINUOUS (6) MONTHS FULL MAINTENANCE INCLUDING REPAIR AND REPLACEMENT OF WORN OR DEFECTIVE COMPONENTS, LUBRICATION, CLEANING, AND ADJUSTING AS REQUIRED FOR PROPER DOOR OPENING OPERATION. PROVIDE PARTS AND SUPPLIES AS USED IN THE MANUFACTURE AND INSTALLATION OF ORIGINAL PRODUCTS. 1.8 SCHEDULED DOOR HARDWARE A. GENERAL: PROVIDE DOOR HARDWARE FOR EACH DOOR TO COMPLY WITH REQUIREMENTS IN DOOR HARDWARE SETS AND EACH REFERENCED SECTION THAT PRODUCTS ARE TO BE SUPPLIED UNDER. 1. DESIGNATIONS: REQUIREMENTS FOR QUANTITY, ITEM, SIZE, FINISH OR COLOR, GRADE, FUNCTION, AND OTHER DISTINCTIVE QUALITIES OF EACH TYPE OF DOOR HARDWARE ARE INDICATED IN THE DOOR HARDWARE SETS. PRODUCTS ARE IDENTIFIED BY USING DOOR HARDWARE DESIGNATIONS. B. NAMED MANUFACTURER'S PRODUCTS: PRODUCT DESIGNATION AND MANUFACTURER ARE LISTED FOR EACH DOOR HARDWARE TYPE REQUIRED FOR THE PURPOSE OF ESTABLISHING REQUIREMENTS. MANUFACTURERS' NAMES ARE ABBREVIATED IN THE DOOR HARDWARE SCHEDULE. 1. ACCEPTABLE PRODUCTS/MANUFACTURERS: REFER TO DOOR HARDWARE SCHEDULE ON DRAWINGS. 1.9 HANGING DEVICES A HINGES: ANSI/BHMP, A156.1 CERTIFIED BUTT HINGES WITH NUMBER OF HINGE KNUCKLES AS SPECIFIED IN THE DOOR HARDWARE SETS. B. CONTINUOUS GEARED HINGES: ANSI/BHMA A156.26 CERTIFIED CONTINUOUS GEARED HINGE WITH MINIMUM 0.120-INCH THICK EXTRUDED 6060 T6 ALUMINUM ALLOY HINGE LEAVES AND A MINIMUM OVERALL WIDTH OF 4 INCHES. 1.10 DOOROPER.ATINGTRIM A. FLUSH BOLTS AND SURFACE BOLTS: ANSI/BHMA A156.3 AND A156.16, GRADE 1, CERTIFIED AUTOMA71iC, SELF -LATCHING, AND MANUAL FLUSH BOLTS AND SURFACE BOLTS. 1.11 CYLINDERS AND KEYING A. GENERAL: CYLINDER MANUFACTURER TO HAVE MINIMUM (10) YEARS OF EXPERIENCE DESIGNING SECURED MASTER KEY SYSTEMS AND HAVE ON RECORD A PUBLISHED SECURITY KEYING SYSTEM POLICY. B. SOURCE LIMITATIONS: OBTAIN EACH TYPE OF KEYED CYLINDER AND KEYS FROM THE SAME SOURCE MANUFACTURER AS LOCKSETS AND EXIT DEVICES, UNLESS OTHERWISE INDICATED. C. CYLINDERS: ORIGINAL MANUFACTURER CYLINDERS COMPLYING WITH THE FOLLOWING: 1. MORTISE TYPE: THREADED CYLINDERS WITH RINGS AND STRAIGHT- OR CLOVER -TYPE CAM. 2, RIM TYPE: CYLINDERS WITH BACK PLATE, FLAT -TYPE VERTICAL OR HORIZONTAL TAILPIECE, AND RAISED TRIM RING. 3. BORED -LOCK TYPE: CYLINDERS WITH TAILPIECES TO SUIT LOCKS. 4. MORTISE AND RIM CYLINDER COLLARS TO BE SOLID AND RECESSED TO ALLOW THE CYLINDER FACE TO BE FLUSH AND BE FREE SPINNING WITH MATCHING FINISHES. 5. KEYWAY: MANUFACTURER'S STANDARD. D. KEYING SYSTEM: EACH TYPE OF LOCK AND CYLINDERS TO BE FACTORY KEYED. COORDINATE KEYING WITH OWNER. E. KEY QUANTITY: VERIFY QUANTITY WITH OWNER. SECTION 087100 - DOOR HARDWARE (CONTINUED) F. CONSTRUCTION KEYING: PROVIDE CONSTRUCTION MASTER KEYED CYLINDERS OR TEMPORARY KEYED CONSTRUCTION CORES WHERE SPECIFIED. PROVIDE CONSTRUCTION MASTER KEYS IN QUANTITY AS REQUIRED BY PROJECT CONTRACTOR. REPLACE CONSTRUCTION CORES WITH PERMANENT CORES, FURNISH PERMANENT CORES FOR INSTALLATION AS DIRECTED BY OWNER. G. KEY REGISTRATION LIST: PROVIDE KEYING TRANSCRIPT LIST TO OWNER'S REPRESENTATIVE IN THE PROPER FORMAT FOR IMPORTING INTO KEY CONTROL SOFTWARE. H. KEY CONTROL SOFTWARE: PROVIDE ONE NETWORK VERSION OF "KEY WIZARD" BRANDED KEY MANAGEMENT SOFTWARE PACKAGE THAT INCLUDES ONE YEAR OF TECHNICAL SUPPORT AND UPGRADES TO SOFTWARE AT NO CHARGE. PROVIDE FACTORY KEY SYSTEM FORMATTED FOR IMPORTING INTO "KEY WIZARD" SOFTWARE. 1,12 MECHANICAL LOCKS AND LATCHING DEVICES A. MORTISE LOCKSETS, GRADE 1 (HEAVY DUTY): ANSI/BHMA A156.13, SERIES 1000, OPERATIONAL GRADE 1 CERTIFIED MORTISE LOCKSETS FURNISHED IN THE FUNCTIONS AS SPECIFIED IN THE HARDWARE SEES. l B. CYLINDRICAL LOCKSETS, GRADE 1 (COMMERCIAL DUTY): ANSI/BHMA A156.2, SERIES 4000, GRADE 1 CERTIFIED CYLINDRICAL (BORED) LOCKSETS FURNISHED IN THE FUNCTIONS AS SPECIFIED IN THE HARDWARE SETS. C. LOCK TRIM DESIGN: AS SPECIFIED IN HARDWARE SETS. 1.13 STAND ALONE ACCESS CONTROL LOCKING DEVICES A. STAND ALONE INTEGRATED ACCESS CONTROL LOCKETS: INTERNAL, BATTERY -POWERED, SELF-CONTAINED ANSI GRADE 1 MORTISE OR CYLINDRICAL LOCK CONSISTING OF ELECTRONICALLY MOTOR DRIVEN LOCKING MECHANISM, INTEGRATED KEYPAD, PROXIMITY CARD READER, OR KEYPAD/PROXIMITY CARD READER COMBINATION, AND SPECIFIED ELECTRONIC PROGRAMMING ACCESSORIES. 1.14 LOCK AND LATCH STRIKES A. STRIKES: PROVIDE MANUFACTURER'S STANDARD STRIKE WITH STRIKE BOX FOR EACH LATCH OR LOCK BOLT, WITH CURVED LIP EXTENDED TO PROTECT FRAME, FINISHED TO MATCH DOOR HARDWARE SET, UNLESS OTHERWISE INDICATED, AND AS FOLLOWS: p T' N 1. FLAT -LIP STRIKES: FOR LOCKS WITH THREE-PIECE ANTIFRICTION LATCHBOLTS AS RECOMMENDED BY MANUFACTURER. 2, ALUMINUM -FRAME STRIKE BOX: PROVIDE MANUFACTURER'S SPECIAL STRIKE BOX FABRICATED FOR ALUMINUM FRAMING. B. STANDARDS: COMPLY WITH THE FOLLOWING: 1. STRIKES FOR MORTISE LOCKS AND LATCHES: BHMA A156.13. 2. STRIKES FOR BORED LOCKS AND LATCHES: BHMA A156.2. 3. STRIKES FOR AUXILIARY DEADLOCKS: BHP""AA156.5. 4. DUSTPROOF STRIKEC: BHMA A156.16. 1.15 CONVENTIONAL EXIT DEVICES A. GENERAL REQUIREMENTS: ALL EXIT DEVICES SPECIFIED HEREIN SHALL MEET OR EXCEED THE FOLLOWING CRITERIA: 1. AT DOORS NOT REQUIRING AFIRE RATING, PROVIDE DEVICES COMPLYING WITH NFPA 101 AND LISTED AND LABELED FOR "PANIC HARDWARE" ACCORDING TO UI.305. PROVIDE PROPER FASTENERS AS REQUIRED BY MANUFACTURER INCLUDING SEX NUTS AND BOLTS AT OPENINGS SPECIFIED IN THE HARDWARE SETS. 2. WHERE EXIT DEVICES ARE REQUIRED ON FIRE RATED DOORS, PROVIDE DEVICES COMPLYING WITH NFPA 80 AND WITH UL LABELING INDICATING "FIRE EXIT HARDWARE". PROVIDE DEVICES WITH THE PROPER FASTENERS FOR INSTALLATION AS TESTED AND LISTED BY UL. CONSULT MANUFACTURER'S CATALOG AND TEMPLATE BOOK FOR SPECIFIC REQUIREMENTS. a. FIRE EXIT REMOVABLE MULLIONS: PROVIDE KEYED REMOVABLE MULLIONS FOR USE WITH FIRE EXIT DEVICES COMPLYING WITH NFPA 80 THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR FIRE AND PANIC PROTECTION, BASED ON TESTING ACCORDING TO UL 305 AND NFPA 252. MULLIONS TO BE USED ONLY WITH EXIT DEVICES FOR WHICH THEY HAVE BEEN TESTED. 3. EXCEPT ON FIRE RATED DOORS, PROVIDE EXIT DEVICES WITH HEX KEY DOGGING DEVICE TO HOLD THE PUSHBAR AND LATCH IN A RETRACTED POSITION. PROVIDE OPTIONAL KEYED CYLINDER DOGGING ON DEVICES WHERE SPECIFIED IN HARDWARE SETS. 4. FLUSH END CAPS: PROVIDE HEAVY WEIGHT IMPACT RESISTANT FLUSH END CAPS MADE OF ARCHITECTURAL METAL IN THE SAME FINISH AS THE DEVICES AS IN THE HARDWARE SETS. PLASTIC END CAPS WILL NOT BE ACCEPTABLE. 5. LEVER OPERATING TRIM: WHERE EXIT DEVICES REQUIRE LEVER TRIM, FURNISH MANUFACTURER'S HEAVY DUTY TRIM WITH COLD FORGED ESCUTCHEONS, BEVELED EDGES, AND FOUR THREADED STUDS FOR THRU-BOLTS. a. LOCK TRIM DESIGN: AS INDICATED IN HARDWARE SETS, PROVIDE FINISHES AND DESIGNS TO MATCH THAT OF THE SPECIFIED LOCKSETS. PROVIDED FREE -WHEELING TYPE TRIM WHERE INDICATED. b. WHERE FUNCTION OF EXIT DEVICE REQUIRES A CYLINDER, PROVIDE AN INTERCHANGEABLE CORE TYPE KEYED CYLINDER (RIM OR MORTISE) AS SPECIFIED IN HARDWARE SETS. 0. VERTICAL ROD EXIT DEVICES: PROVIDE AND INSTALL INTERIOR SURFACE AND CONCEALED VERTICAL ROD EXIT DEVICES AS LESS BOTTOM ROD (LBR) UNLESS OTHERWISE INDICATED. 7. NARROW STILE APPLICATIONS: AT DOORS CONSTRUCTED WITH NARROW STILES. OR AS SPECIFIED IN HARDWARE SETS, PROVIDE DEVICES DESIGNED FOR MAXIMUM 2" WIDE STILES, 8. DUMMY PUSH BAR: NONFUNCTiONING PUSH BAR MATCHING FUNCTIONAL PUSH BAR. 9. RAIL SIZING: PROVIDE EXIT DEVICE RAILS FACTORY SIZED FOR PROPER DOOR WIDTH APPLICATION. 10. THROUGH BOLT INSTALLATION: FOR EXIT DEVICES AND TRIM AS INDICATED IN DOOR HARDWARE SETS, B. CONVENTIONAL PUSH RAIL EXIT DEVICES (HEAVY DUTY): ANSI/BHMA A156.3, GRADE 1 CERTIFIED PANIC AND FIRE EXIT HARDWARE DEVICES FURNISHED IN THE FUNCTIONS SPECIFIED IN THE HARDWARE SETS. MOUNTING RAILS TO BE FORMED FROM SMOOTH STAINLESS STEEL, BRASS OR BRONZE ARCHITECTURAL MATERIALS NO LESS THAN 0.072" THICK, WITH PUSH RAILS A, MINIMUM OF 0.062" THICKNESS. PAINTED OR ALUMINUM METAL RAILS ARE NOT ACCEPTABLE. EXIT DEVICE LATCH TO BE INVESTMENT CAST S T AIMLESS STEEL, PULLMAN TYPE, WITH DEADLOCK FEATURE. 1.16 DOOR CLOSERS A. DOOR CLOSERS, SURFACE MOUNTED (LARGE BODY CAST IRON): ANSI/BHMA A156.4, GRADE 1 SURFACE MOUNTED, HEAVY DUTY DOOR CLOSERS WITH COMPLETE SPRING POWER ADJUSTMENT, SIZES 1 THRU 6; AND FULLY OPERATIONAL ADJUSTABLE ACCORDING TO DOOR SIZE, FREQUENCY OF USE, AND OPENING FORCE. B. DOOR CLOSERS, SURFACE MOUNTED (HEAVY DUTY): ANSI/BHMA A156.4, GRADE 1 SURFACE MOUNTED, HEAVY DUTY DOOR CLOSERS WITH COMPLETE SPRING POWER ADJUSTMENT, SIZES 1 THRU 6; AND FULLY OPERATIONAL ADJUSTABLE ACCORDING TO DOOR SIZE. FREQUENCY OF USE, AND OPENING FORCE. C. DOOR CLOSERS, SURFACE MOUNTED (COMMERCIAL DUTY): ANSI/BHMA 156.4, GRADE 1 CERTIFIED SURFACE MOUNTED, INSTITUTIONAL_ GRADE D.^.OR CLOSERS WITH COMPLETE SPRING POWER ADJUSTMENT, SIZES 1 THRU 6; AND FULLY OPERATIONAL ADJUSTABLE ACCORDING TO DOOR SIZE, FREQUENCY OF USE, AND OPENING FORCE. 1.17 AUTOMATIC DOOR OPERATORS A. GENERAL: PROVIDE OPERATORS OF SIZE RECOMMENDED BY MANUFACTURER FOR DOOR SIZE, WEIGHT, AND MOVEMENT; FOR CONDITION OF EXPOSURE; AND FOR COMPLIANCE WITH UL 325. COORDINATE OPERATOR MECHANISMS WITH DOOR OPERATION, HINGES. AND ACTIVATION DEVICES. 1. FIRE -RATED DOORS: PROVIDE DOOR OPERATORS FOR FIRE -RATED DOOR ASSEMBLIES THAT COMPLY WITH NFPA 80 FOR IRE -RATED DOOR COMPONENTS AND ARE LISTED AND LABELED FN DBY A QUALIFIED TESTING AGENCY. �^ B. ELECTROMECHANICAL DOOR OPERATORS: SELF-CONTAINED UNIT POWERED BY PERMANENT MAGNET DC MOTOR WITH C S CLOSING SPEED CONTROLLED MECHANICALLY BY GEAR TRAIN, CONNECTIONS FOR POWER, ACTIVATION AND SAFETY DEVICE WIRING, AND MANUAL OPERATiON INCLUDING SPRING CLOSING WHEN POWER IS OFF. C. ELECTROHYDRAULIC DOOR OPERATORS: SELF-CONTAINED LOW-PRESSURE UNITS WITH RACK AND PINION DESIGN CONTAINED WITHIN A CAST ALUMINUM HOUSING. DOOR CLOSING SPEED CONTROLLED BY INDEPENDENT HYDRAULIC ADJUSTMENT VALVES IN THE SWEEP AND LATCH RANGE OF THE CLOSING CYCLE. OPERATOR IS TO PROVIDE CONVENTIONAL DOOR CLOSER OPENING AND CLOSING FORCES UNLESS THE POWER OPERATOR MOTOR IS ACTIVATED. UNIT IS TO INCLUDE AN ADJUSTABLE HYDRAULIC BACKCHECK VALVE TO CUSHION THE DOOR SPEED IF OPENED VIOLENTLY. NON -HANDED UNITS FOR BOTH PUSH AND PULL SIDE APPLICATIONS. D. BRACKETS AND REINFORCEMENTS: MANUFACTURER'S STANDARD, FABRICATED FROM ALUMINUM WITH NONFERROUS SHIMS FOR ALIGNING SYSTEM COMPONENTS. E. STANDARD: CERTIFIED ANSI/BHMA A156.19. 1. PERFORMANCE REQUIREMENTS: a. OPENING FORCE IF POWER FAILS: NOT MORE THAN 15 LBF REQUIRED TO RELEASE A LATCH IF PROVIDED, NOT MORE THAN 30 LBF REQUIRED TO MANUALLY SET DOOR IN MOTION, AND NOT MORE THAN 15 LBF REQUIRED TO FULLY OPEN DOOR. b. ENTRAPMENT PROTECTION: NOT MORE THAN 15 LBF REQUIRED TO PREVENT STOPPED DOOR FROM CLOSING OR OPENING. F. CONFIGURATION: SURFACE MOUNTED. DOOR OPERATORS TO CONTROL SINGLE SWINGING AND PAIR OF SWINGING DOORS. G. OPERATION: POWER OPENING AND SPRING CLOSING OPERATION CAPABLE OF MEETING ANSI A117.1 ACCESSIBILITY GUIDELINE. PROVIDE TIME DELAY FOR DOOR TO REMAIN OPEN BEFORE INITIATING CLOSING CYCLE AS REQUIRED BY ANSI/BHMA A156.19. WHEN NOT IN AUTOMATIC MODE, DOOR OPERATOR TO FUNCTION AS MANUAL DOOR CLOSER WITH FULLY ADJUSTABLE OPENING AND CLOSING FORCES, WITH OR WITHOUT ELECTRICAL POWER. 1. ON -OFF SWITCH TO CONTROL POWER TO BE KEY SWITCH OPERATED. H. FEATURES: OPERATOR UNITS TO HAVE FULL FEATURE ADJUSTMENTS FOR DOOR OPENING AND CLOSING FORCE AND SPEED, BACKCHECK, MOTOR ASSIST ACCELERATION FROM 0 TO 30 SECONDS, TIME DELAY, VESTIBULE INTERFACE DELAY, OBSTRUCTION RECYCLE, AND HOLD OPEN TIME FROM 0 UP TO 30 SECONDS. I. PROVIDE OUTPUTS AND RELAYS ON BOARD THE OPERATOR TO ALLOW FOR COORDINATION OF EXIT DEVICE LATCH RETRACTION, ELECTRIC STRIKES, MAGNETIC LOCKS, CARD READERS, SAFETY AND MOTION SENSORS AND SPECIFIED AUXILIARY CONTACTS, J. ACTIVATION DEVICES: PROVIDE ACTIVATION DEVICES IN ACCORDANCE WITH ANSI/BHMA A156.19 STANDARD, FOR CONDITION OF EXPOSURE INDICATED AND FOR LONG TERM, MAINTENANCE FREE OPERATION UNDER NORMAL TRAFFIC LOAD OPERATION. COORDINATE ACTIVATION CONTROL WITH ELECTRIFIED HARDWARE AND ACCESS CONTROL INTERFACES. ACTIVATION SWITCHES ARE STANDARD SPST, WITH OPTIONAL DPDT AVAILABILITY. K. SIGNAGE: AS REQUIRED BY CITED ANSI!BHMA A156.19 STANDARD FOR THE TYPE OF OPERATOR. 1.18 ARCHITECTURAL TRIM A. DOOR PROTECTIVE TRIM 1. GENERAL: DOOR PROTECTIVE TRIM UNITS TO BE OF TYPE AND DESIGN AS SPECIFIED BELOW OR IN THE HARDWARE SETS. 2. SIZE: FABRICATE PROTECTION PLATES (KICK, ARMOR, OR MOP) NOT MORE THAN 2" LESS THAN DOOR WIDTH (LDW) ON STOP SIDE OF SINGLE DOORS Al" LDW ON STOP SIDE OF PAIRS OF DOORS, AND NOT MORE THAN 1" LESS THAN DOOR WIDTH ON PULL SIDE. COORDNA T E AND PROVIDE PROPER WIDTH AND HEIGHT AS REQUIRED WHERE CONFLICTING HARDWARE DICTATES. HEIGHT TO BE AS SPECIFIED IN THE HARDWARE SETS. 3. METAL PROTECTION PLATES: ANSI/BHMA A156.6 CERTIFIED METAL PROTECTION PLATES (KICK, ARMOR, OR MOP), BEVELED ON FOUR EDGES (B4E), FABRICATED FROM THE FOLLOWING. a. STAINLESS STEEL. 050-INCH THICK, WITH COUNTERSUNK SCREW HOLES (CSK). 4. FASTENERS: PROVIDEMANUFACTURER'S DESIGNATED FASTENER TYPE AS SPECIFIED IN THE HARDWARE SETS. 5, METAL DOOR EDGING: DOOR PROTECTION EDGING FABRICATED FROM A MINIMUM .050-INCH THICK METAL SHEET, FORMED INTO AN ANGLE OR "U" CAP SHAPES, SURFACE OR MORTISED MOUNTED ONTO EDGE OF DOOR. PROVIDE APPROPRIATE LEG OVERLAP TO ACCOUNT FOR PROTECTION PLATES AS REQUIRED. HEIGHT TO BE AS SPECIFIED IN THE HARDWARE SETS. SECTION 087100 - DOOR HARDWARE (CONTINUED) 1.19 DOORSTOPS AND HOLDERS A. DOORSTOPS AND BUMPERS: ANSI/BHMA A156.16, GRADE 1 CERTIFIED DOORSTOPS AND WALL BUMPERS. B. OVERHEAD DOORSTOPS AND HOLDERS: ANSI/BHMA A156.6, GRADE! CERTIFIED OVERHEAD STOPS AND HOLDERS TO BE SURFACE OR CONCEALED TYPES. 1.20 ARCHITECTURAL SEALS A. GENERAL: THRESHOLDS, WEATHERSTRIPPING, AND GASKET SEALS TO BE OF TYPE AND DESIGN AS SPECIFIED BELOW OR IN THE HARDWARE SETS. PROVIDE CONTINUOUS WEATHERSTRIP GASKETING ON EXTERIOR DOORS AND PROVIDE SMOKE, LIGHT, OR SOUND GASKETING ON INTERIOR DOORS WHERE INDICATED. AT EXTERIOR APPLICATIONS PROVIDE NON- CORROSIVE FASTENERS AND ELSEWHERE WHERE INDICATED. B. SMOKE LABELED GASKETING: ASSEMBLIES COMPLYING WITH NFPA 105 THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR SMOKE CONTROL RATINGS INDICATED, BASED ON TESTING ACCORDING TO UL 17$4. 1. PROVIDE SMOKE LABELED PERIMETER GASKETING AT ALL SMOKE LABELED OPENINGS. C. FIRE LABELED GASKETING: ASSEMBLIES COMPLYING WITH NFPA 80 THAT ARE LISTED AND LABELED BY .A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. FOR ril RATINGS INDICATED, BASED ON TESTING ACCORDING TO UL-10C, 1. PROVIDE INTUMESCENT SEALS AS INDICATED TO MEET UL10C STANDARD FOP, POSITIVE PRESSURE FIRE TESTS OF GC0, ASSEMBLIES, AND UBC 7-2, FIRE TESTS OF DOOR ASSEMBLIES. D. SOUND -RATED GASKETING: ASSEMBLIES THAT ARE LISTED AND LABELED 811, A TESTINNG .AI`d0 INSPECTif�(. t::tNC'r, F-"- SOUND RATINGS INDICATED, BASED ON TESTING ACCORDING TO ASTV. E 1408. E. REPLACEABLE SEAL STRIPS: PROVIDE ONLY THOSE UNITS'NHERE RESILIENT OR FLEXIBLE SEAL,--; RirS AF2 EAS:LY REPLACEABLE AND READILY AVAILABLE FROM STOCKS MAiNTAtiVED BY Pv1.ANUFk,'TUR4R. 1.21 ELECTRONIC ACCESSORIES A. PUSH-BUTTON SWITCHES: INDUSTRIAL GRADc P610PAENTARY OR .ALTERi J,aTE CONT;,%C, 6;=.CK-LICK'"ED r: ISH sUTTC�NS WITH STAINLESS -STEEL SWITCH ENCLOSURES, 12124 VDC B!-COLOR iLLU?."NATIOti si:iTABL.E FOR E! iFHER i=L1:Si-I CR. SURFACE MOUNTING. T .,r. _ Y 7 i , F TESTING , v) B. POWER SUPPLIES: PROVIDE NATIONALLY RECOGNIZED ES v� LABC4AT CRY � „ tD I< < � GT: �a. JC ,�L_ SELECTABLE) FILTERED AND REGULATED POWER SUPPLIES, INCLUDE Ba. I ERY BACKUP �� Jh-H F.r_.PA.R rI EFT CHARGING CAPABILITY IN ADDITION TO OPERATING THE DC LOAD IN EVENT OF LINE VOLTAGE FAILURE. PROVIDE THE LEAST NUMBER OF UNITS, AT THE APPROPRIATE AMPERAGE LEVEL, SUFFICIENT TO EXCEED THE REQUIRED TOTAL DRAW FOR THE SPECIFIED ELECTRIFIED HARDWARE AND ACCESS CONTROL EQUIPMENT 1.22 FABRICATION A. FASTENERS: PROVIDE DOOR HARDWARE MANUFACTURED TO COMPLY °VITH PUBLISHED TLE MP+_ATES GENERALLY PREPARED FOR MACHINE, WOOD, AND SHEET METAL SCREWS. PROVIDE SCREV'v5 ACCORDING TO 111~,NUFACTURERS RECOGNIZED INSTALLATION STANDARDS FOR APPL (CATION INTENDED, 1.23 FINISHES A. STANDARD: DESIGNATIONS USED IN THE HARDWARE SETS AND ELSEWHERE !NDICATE HARDWARE FINISHES COMPLYING WITH ANSI/BHMA A156.14, INCLUDING COORDINATION WITH TRADITIONAL U.S. FiN{SHES INDICATED BY CER T AIN MANUFACTURERS FOR THEIR PRODUCTS. B. PROVIDE QUALITY OF FINISH, INCLUDING THICKNESS OF PLATING OR COATING fIF ANY), C OMPOSI?ION, HA.PF)l AND OTHER QUALITIES COMPLYING WITH MANUFACTURER'S STANDARDS, BUT IN NO CASE LESS THAN SPECIFIED B'( REFERENCED STANDARDS FOR THE APPLICABLE UNITS OF HARDWARE. C. PROTECT MECHANICAL FINISHES ON EXPOSED SURFACES FROM DAMAGE BY APPLYING A STRIPPABLE, TEMPORARY PROTECTIVE COVERING BEFORE SHIPPING. 1.24 EXAMINATION A. EXAMINE SCHEDULED OPENINGS, WITH INSTALLER PRESENT. FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES, LABELED FIRE DOOR ASSEMBLY CONSTRUCTION, WALL AND FLOOR CONSTRUCTION, AND OTHER CONDITIONS AFFECTING PERFORMANCE. B. NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS BETWEEN THE DCOR SCHEDULE. DOOR TYPES, DRAWINGS AND SCHEDULED HARDWARE. PROCEED ONLY AFTER SUCH DISCREPANCIES OR CONFLICTS HAVE BEEN RESOLVED IN WRITING. 1.25 PREPARATION A. HOLLOW METAL DOORS AND FRAMES: COMPLY WITH Al A115 SERIES. B. WOOD DOORS: COMPLY WITH ANSI/DHI A115-W SERIES. 1.26 INSTALLATION A. INSTALL EACH ITEM OF MECHANICAL AND ELECTROMECHANICAL HARDWARE AND ACCESS CONTROL EQUIPMENT TC COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND ACCORDING TO SPECIFICATIONS. 1. INSTALLERS ARE TO BE TRAINED AND CERTIFIED BY THE MANUFACTURER ON TH: PROPER INST„LATIU.J "dJD ADJUSTMENT OF FIRE, LIFE SAFETY, AND SECURITY PRODUCTS !NCLUDI.\iG: HANNGING DE''!ICES; LOCKING'OC\+iCES: CLOSING DEVICES; AND SEALS. B. MOUNTING HEIGHTS: MOUNT DOOR HARDWARE UNITS AT HEIGHTS INDICATED IN FOLLCV'lING APPLiCABLE !'tJ6LICAT1010!3, UNLESS SPECIFICALLY INDICATED OR REQUIRED TO COMPLY Y'viTH G, I_RPv ... REGULATIONS: i,. NS. i. STf„NDAh(D 6 , ELL uiVVhJ AND FRAMES: DHI'S "RECOMMENDED LOCATIONS FOR ARCHITECTURAL PARl FCR STAPDARD ST`E.EL DC11-)iZS AND FRAMES." 1. WOOD DOORS: DHI WDHS.3, "RECOMMENDED LOCATIONS FOR AP,CH!TECTLIRAL HARD'r1'ArRE FOR WOOD R.US;', DOORC " 2. WHERE INDICATED TO COMPLY WITH ACCESSIBILITY REQUIREMENTS. COk".9 � WiTH ANSI ,1,1'.71 "ACCESS-9iLITY GUIDELINES FOR BUILDINGS AND FACILITIES." 3. PROVIDE BLOCKING IN DRYWALL PARTITIONS WHERE WALL STOPS OR OTHER WALL MOUNTED HARDV'''A E_ IS LOCATECI. C. RETROFITTING: INSTALL DOOR HARDWARE TO COMPLY WITH MANUFACTURER'S PUBLISHED TEMPLATES AND WRITTEN INSTRUCTIONS. WHERE CUTTING AND FITTING ARE REAL IREU ?0 INSTALL DOOR HARD(^!ARE ONTO ORINTO SURFACES THAT ARE LATER TO BE PAINTED OR FINISHED IN ANOTHER WAY, COORDINATE REMOVAL, STORAGE, AND RENSTALLATON OF SURFACE PROTECTIVE TRIM UNITS WITH FINISHING WORK SPECIFIED IN DIViSION 9 SECTIONS. DC NOT INSTALL SURFACE - MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON SUBSTRATES INVOLVED. D. THRESHOLDS: SET THRESHOLDS FOR EXTERIOR AND .ACOUSTICAL DOORS IN FiiLL BED OF SEALANT CO"APL:'(iNG WITH REQUIREMENTS SPECIFIED IN DIVISION 7 SECTIOtr' "JOINT SEALANTS." E. STORAGE: PROVIDE A SECURE LOCK UP FOR HARDWARE DELIVERED TO THE PROJECT BUT NOT YET ;..! STALLED CONTROL THE HANDLING AND INSTALLATION OF HARDWARE !TEEMS SO THAT THE COMPLETION OF THE WORK -ILL NOT BE DELAYED BY HARDWARE LOSSES BEFORE AND AFTER INSTALLATION, 1.27 ADJUSTING A. INITIAL ADJUSTMENT: ADJUST AND CHECK EACH OPERATING ITEM OF DOOR HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT, REPLACE UNITS THAT CANNOT BE ADJUSTED ?0 OPERATE F AS IN �T ENDED ADJUST DOOR CONTROL DEVICES TO COMPENSATE FOR FINAL OPERATION OF HEATING AND VENTILATING EQUIPMENT AND TO COMPLY WITH REFERENCED ACCESSIBILITY REQUIREMENTS. 1.28 DEMONSTRATION A. INSTRUCT OWNER'S MAINTENANCE PERSONNEL TO ADJUST, OPERATE, AND MAINTAIN MECHANICAL AND ELECTROMECHANICAL DOOR HARDWARE. 1.29 DOOR HARDWARE SCHEDULE A. REFER TO DRAWINGS FOR DOOR SCHEDULE AND HARDWARE SETS. SECTION 088000 - GLAZING 1.1 SUMMARY A. SECTION INCLUDES: 1. GLASS FOR INSULATED GLAZING UNITS. 1. SINGLE PANE GLAZING. 2. GLAZING SEALANTS AND ACCESSORIES. 1.2 DEFINITIONS A. SEALED INSULATING GLASS UNIT SURFACES: 1. SURFACE NO. 1: EXTERIOR SURFACE OF OUTER LITE. 2. SURFACE NO. 2: INTERIOR SURFACE OF OUTER LITE. 3. SURFACE NO. 3: EXTERIOR SURFACE OF INNER LITE, 4. SURFACE NO. 4: INTERIOR SURFACE OF INNER LITE. B. AIRSPACE: SPACE BETWEEN LITES OF AN INSULATING GLASS UNIT THAT CONTAINS DEHI'DR/ATE'' AIR. OR';'!'ER INERT SPECIFIED GAS 1.3 COORDINATION A. COORDINATE GLAZING CHANNEL DIMENSIONS TO PROVIDE NECESSARY SITE ON GUiSS, MN!MUM%I _DrE AND FACZ CLEARANCES, AND ADEQUATE SEALANT THICKNESSES, WITH REASONABLE TOLERANCES. 1.4 ACTION SUBMITTALS A. REFER TO SECTION 013300 FOR SUBMITTAL REQUiREMENTS, B. PRODUCT DATA: FOR EACH TYPE OF PRODUCT. C. GLASS SAMPLES: AS REQUESTED BY ARCHITECT. D. GLAZING SCHEDULE: LIST GLASS TYPES AND THICKNESSES FOR EACH SIZE OPENING A1413, LOCATION. USE CAivIE DESIGNATIONS INDICATED ON DRAWINGS. E. DELEGATED -DESIGN SUBMITTAL: FOR GLASS INDICATED TO COMPLY WIT H PERFORMANCE REQUiREMENTS AND DESIGN CRITERIA, INCLUDING ANALYSIS DATA SIGNED AND SEALED BY "T"r!E QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE F-OR THEIR PREPARATION. 1.5 INFORMATIONAL SUBMITTALS A. PRECONSTRUCTION ADHESION AND COMPATIBILiTY TEST REPORT. 1.6 QUALITY ASSURANCE A. MANUFACTURER'S QUALIFICATIONS: MINIMUM OF 5 YEARS EXPERIENCE MANUFACTURING SOLAR CONTROL COATED GLASS. B. FABRICATOR'S QUALIFICATIONS: MINIMUM OF 5 YEARS' EXPERIENCE MANUFACTURING SEALED INSULATING GLASS UNITS MEETING ASTM E 2190, CLASS CBA AND CERTIFIED BY MANUFA.0 T URER. D. SEALANT TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT TESTING AGENCY QUALIFIED ACCORDING TO �. 71!0 C 1021 TO CONDUCT THE TESTING INDICATED. 1.7 DELIVERY, STORAGE, AND HANDLING A. DELIVER, STORE, AND HANDLE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. I - /-% ) p 813 241 5700 f 8 ; 247 3757 #� e• . qr'`i..9, , ; 1.)•f ,.. 1,,J,.. ; ,,. 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I - -.. .�_,.-_j__ ___ . __ _ - . I . 1 1 I I L-_...L_._.._ -- _-__--� I ' 1 . I_ -. L_ _ _I 1 - -- I SECTION 088000 - GLAZING (CONTINUED) 1.8 WARRANTY A, MANUFACTURER'S SPECIAL WARRANTY 'OR COATED -GLASS PRODUCTS: MANUFACTURER AGREES TO REPLACE COATED -GLASS UNITS THAT DETERIORATE WITHIN SPECIFIED' WARRANTY PERIOD. DETERIORATION OF COATED GLASS IS DEFINED AS DEFECTS DEVELOPED FROM NORMAL USE THAT ARE NOT ATTRIBUTED TO GLASS BREAKAGE OR TO MAINTAINING AND CLEANING COATED GLASS CONTRARY TO MANUFACTURER'S WRITTEN INSTRUCTIONS. DEFECTS INCLUDE PEELING CRACKING, AND OTHER INDICATIONS OF DETERIORATION IN COATING, 1. WARRANTY PERIOD: 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. B, MANUFACTURER'S SPECIAL WARRANTY FOR LAMINATED GLASS: MANUFACTURER AGREES TO REPLACE LAMINATED -GLASS UNITS THAT DETERIORATE WITHIN SPECIFIED WARRANTY PERIOD. DETERIORATION OF LAMINATED GLASS IS DEFINED AS DEFECTS DEVELOPED FROM NORMAL USE THAT ARE NOT ATTRIBUTED TO GLASS BREAKAGE OR TO MAINTAINING AND CLEANING LAMINATED GLASS CONTRARY TO MANUFACTURER'S WRITTEN INSTRUCTIONS. DEFECTS INCLUDE EDGE SEPARATION, DELAMINATION MATERIALLY OBSTRUCTING VISION THROUGH GLASS, AND BLEMISHES EXCEEDING THOSE ALLOWED BY REFERENCED LAMINATED - GLASS STANDARD. 1. WARRANTY PERIOD: 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. C. MANUFACTURER'S SPECIAL WARRANTY FOR INSULATING GLASS: MANUFACTURER AGREES TO REPLACE INSULATING -GLASS UNITS THAT DETERIORATE WITHIN SPECIFIED WARRANTY PERIOD. DETERIORATION OF INSULATING GLASS IS DEFINED AS FAILURE OF HERMETIC SEAL UNDER NORMAL USE THAT IS NOT ATTRIBUTED TO GLASS BREAKAGE OR TO MAINTAINING AND CLEANING INSULATING GLASS CONTRARY TO MANUFACTURER'S WRITTEN INSTRUCTIONS. EVIDENCE OF FAILURE IS THE OBSTRUCTION OF VISION BY DUST, MOISTURE, OR FILM ON INTERIOR SURFACES OF GLASS. 1. WARRANTY PERIOD: 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 1.9 MANUFACTURERS A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, ACCEPTABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1. VITRO ARCHITECTURAL GLASS (FORMERLY PPG). BUILDING 2. LDCASTLE BU G ENVELOPE. 0 3. GUARDIAN INDUSTRIES CORP.; SUNGUARD. 4, PILKINGTON NORTH AMERICA. 5. VIRACON, INC. 6. REFER TO 012500 FOR SUBSTITUTION PROCEDURES 1.10 PERFORMANCE REQUIREMENTS A. DELEGATED DESIGN: ENGAGE A QUALIFIED PROFESSIONAL ENGINEER, AS DEFINED IN SECTION 014000 "QUALITY REQUIREMENTS," TO DESIGN GLAZING, B. STRUCTURAL PERFORMANCE: GLAZING SHALL WITHSTAND THE FOLLOWING DESIGN LOADS WITHIN LIMITS AND UNDER CONDITIONS INDICATED DETERMINED ACCORDING TO THE INTERNATIONAL BUILDING CODE AND ASTM E 1300. 1. DESIGN WIND PRESSURES: AS INDICATED ON DRAWINGS. 2. THICKNESS OF PATTERNED GLASS: BASE DESIGN OF PATTERNED GLASS ON THICKNESS AT THINNEST PART OF THE GLASS, 3. DIFFERENTIAL SHADING: DESIGN GLASS TO RESIST THERMAL STRESSES INDUCED BY DIFFERENTIAL SHADING WITHIN INDIVIDUAL GLASS LITES. C. SAFETY GLAZING: WHERE SAFETY GLAZING IS REQUIRED, PROVIDE GLAZING THAT COMPLIES WITH CSPC 16 CFR 1201, CATEGORY II. D. THERMAL AND OPTICAL PERFORMANCE PROPERTIES: PROVIDE GLASS WITH PERFORMANCE PROPERTIES SPECIFIED, AS INDICATED IN MANUFACTURER'S PUBLISHED TEST DATA. BASED ON PROCEDURES INDICATED BELOW: 1. U-FACTORS: CENTER -OF -GLAZING VALUES, .ACCORDING TO NFRC 100 AND BASED ON LBUS WINDOW 5.2 COMPUTER PROGRAM EXPRESSED AS BTU/SQ. FT. X H X DEG F. 2. SOLAR HEAT -GAIN COEFFICIENT AND VISIBLE TRANSMITTANCE' CENTER -OF -GLAZING VALUES, ACCORDING TO NFRC 200.AND BASED ON LBUS WINDOW 5.2 COMPUTER PROGRAM, 3. VISIBLE REFLECTANCE: CENTER -OF -GLAZING VALUES, ACCORDING TO NFRC 300 1.11 GLASS PRODUCTS, GENERAL A. GLAZING PUBLICATIONS: COMPLY WITH PUBLISHED RECOMMENDATIONS OF GLASS PRODUCT MANUFACTURERS AND ORGANIZATIONS BELOW UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED, SEE THESE PUBLICATIONS FOR GLAZING TERMS NOT OTHERWISE DEFINED IN THIS SECTION OR IN REFERENCED STANDARDS. 1, GANA PUBLICATIONS: "LAMINATED GLAZING REFERENCE MANUAL" AND "GLAZING MANUAL." 2. AAMA PUBLICATIONS: AAMA GDSG-1, "GLASS DESIGN FOR SLOPED GLAZING," AND AAMA TIR A7, "SLOPED GLAZING GUIDELINES," 3. IGMA PUBLICATION FOR SLOPED GLAZING: IGMA TB-3001, "GUIDELINES FOR SLOPED GLAZING." 4. IGMA PUBLICATION FOR INSULATING GLASS: SIGMA TM-3000, "NORTH AMERICAN GLAZING GUIDELINES FOR SEALED INSULATING GLASS UNITS FOR COMMERCIAL AND RESIDENTIAL USE." B, SAFETY GLAZING LABELING: WHERE SAFETY GLAZING IS INDICATED, PERMANENTLY MARK GLAZING WITH CERTIFICATION LABEL OF THE SGCC OR ANOTHER CERTIFICATION AGENCY ACCEPTABLE TO.AUTHORITIES HAVING JURISDICTION, LABEL SHALL INDICATE MANUFACTURER'S NAME, TYPE OF GLASS, THICKNESS, AND SAFETY GLAZING STANDARD WITH WHICH GLASS COMPLIES. C. INSULATING -GLASS CERTIFICATION PROGRAM: PERMANENTLY MARKED EITHER ON SPACERS OR ON AT LEAST ONE COMPONENT LITE OF UNITS WITH APPROPRIATE CERTIFICATION LABEL OF IGCC. D. THICKNESS: WHERE GLASS THICKNESS IS INDICATED, IT IS A MINIMUM. E. STRENGTH: WHERE ANNEALED FLOAT GLASS IS INDICATED, PROVIDE ANNEALED FLOAT GLASS, HEAT -STRENGTHENED FLOAT GLASS, OR FULLY TEMPERED FLOAT GLASS, WHERE HEAT -STRENGTHENED FLOAT GLASS IS INDICATED, PROVIDE HEAT - STRENGTHENED FLOAT GLASS OR FULLY TEMPERED FLOAT GLASS, WHERE FULLY TEMPERED FLOAT GLASS IS INDICATED, PROVIDE FULLY TEMPERED FLOAT GLASS. 1.12 INTERIOR GLAZING PRODUCTS A. CLEAR ANNEALED GLASS: ASTM C 1036, TYPE I, CLASS 1 (CLEAR), QUALITY-Q3. 1, THICKNESS: 9MM (3/8 INCH), UNLESS NOTED OTHERWISE. B. CLEAR FULLY TEMPERED GLASS: ASTM C 1048, KIND FT (FULLY TEMPERED), CONDITION A (UNCOATED) UNLESS OTHERWISE INDICATED, TYPE I, CLASS 1 (CLEAR) OR CLASS 2 (TINTED) AS INDICATED, QUALITY-03. 1. THICKNESS: a. 6MM (1/4 INCH) AT BUSINESS OFFICE TRANSACTION WINDOW. b. 9MM (3/8 INCH) AT INTERIOR STOREFRONT. C. TRANSLUCENT LAMINATED GLASS: 1. ASTM C 1172. USE MATERIALS THAT HAVE A PROVEN RECORD OF NO TENDENCY TO BUBBLE, DISCOLOR, OR LOSE PHYSICAL AND MECHANICAL PROPERTIES AFTER FABRICATION AND INSTALLATION. 2. THICKNESS: 9 MM (3/8 INCH) UNLESS NOTED 0 T HERWISE (1/8" PANE +1/4" PANE) 3. CONSTRUCTION: LAMINATE GLASS WITH POLYVINYL BUTYRAL INTERLAYER TO COMPLY WITH INTERLAYER MANUFACTURER'S WRITTEN INSTRUCTIONS. 4. INTERLAYER COLOR: COOL WHITE 0.030 INCH UNLESS OTHERWISE INDICATED. 5. SAFETY GLASS: PROVIDE SAFETY GLASS MARKINGS WHERE SAFETY GLASS IS INDICATED OR REQUIRED BY CODE. D. ONE-WAY MIRROR GLASS: 1. LAMINATED GLASS UNIT WITH REFLECTIVE COATING AT INTERLAYER. 2. PRODUCT: AS SCHEDULED ON DRAWINGS. 3 THICKNESS: 9 MM 08 INCH) UNLESS NOTED OTHERWISE (1/8" PANE + 14' PANE) 1.13 EXTERIOR GLAZING PRODUCTS A. INSULATING -GLASS UNITS: FACTORY -ASSEMBLED UNITS CONSISTING OF SEALED LITES OF GLASS SEPARATED BY A DEHYDRATED INTERSPACE, QUALIFIED ACCORDING TO ASTM E 2190. B. IGU-1: INSULATING GLASS UNITS: 1. CONFORMANCE: AS1 M E 2190, CLASS C'3A, 2. PRODUCT: AS SCHEDULED ON DRAWINGS, 3. GLASS UNIT PERFORMANCE CHARACTERISTICS: AS SCHEDULED ON DRAWINGS. 4. EDGE SEALS: ASTM E 773, WITH ALUMINUM SPACERS AND SILICONE SEALANT FOR GLASS -TO -SPACER SEALS. 5. SEALANT: APPROVED BY GLASS MANUFACTURER. 6, SAFETY GLAZING: INSTALL TEMPERED OR LAMINATED SAFETY GLAZING IN UNITS WHERE SAFETY GLAZING IS REQUIRED BY CODE. 1.14 GLAZING SEALANTS A, GENERAL: 1. COMPATIBILITY: COMPATIBLE WITH ONE ANOTHER AND WITH OTHER MATERIALS THEY CONTACT, INCLUDING GLASS PRODUCTS, SEALS OF INSULATING -GLASS UNITS, AND GLAZING CHANNEL SUBSTRATES, UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. 2, SUITABILITY: COMPLY WITH SEALANT AND GLASS MANUFACTURERS' WRITTEN INSTRUCTIONS FOR SELECTING GLAZING SEALANTS SUITABLE FOR APPLICATIONS INDICATED AND FOR CONDITIONS EXISTING AT TIME OF INSTALLATION. 1.15 GLAZING, GENERAL A. COMPLY WITH COMBINED WRITTEN INSTRUCTIONS OF MANUFACTURERS OF GLASS, SEALANTS, GASKETS, AND OTHER GLAZING MATERIALS, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED, INCLUDING THOSE IN REFERENCED GLAZING PUBLICATIONS. B. PROTECT GLASS EDGES FROM DAMAGE DURING HANDLING AND INSTALLATION. REMOVE DAMAGED GLASS FROM PROJECT SITE AND LEGALLY DISPOSE OF OFF PROJECT SITE. DAMAGED GLASS INCLUDES GLASS WITH EDGE DAMAGE OR OTHER IMPERFECTIONS THAT, WHEN INSTALLED, COULD WEAKEN GLASS, IMPAIR PERFORMANCE, OR IMPAIR APPEARANCE, C. APPLY PRIMERS TO JOINT SURFACES WHERE REQUIRED FOR ADHESION OF SEALANTS, AS DETERMINED BY PRECONSTRUCTION TESTING. D, INSTALL SETTING BLOCKS IN SILL RABBETS, SIZED AND LOCATED TO COMPLY WITH REFERENCED GLAZING PUBLICATIONS, UNLESS OTHERWISE REQUIRED BY GLASS MANUFACTURER. SET BLOCKS IN THIN COURSE OF COMPATIBLE SEALANT SUITABLE FOR HEEL BEAD. E. DO NOT EXCEED EDGE PRESSURES STIPULATED BY GLASS MANUFACTURERS FOR INSTALLING GLASS LITES. F. PROVIDE SPACERS FOR GLASS LITES WHERE LENGTH PLUS WIDTH IS LARGER THAN 50 INCHES. G. PROVIDE EDGE BLOCKING WHERE INDICATED OR NEEDED TO PREVENT GLASS LITES FROM MOVING SIDEWAYS IN GLAZING CHANNEL, AS RECOMMENDED IN WRITING BY GLASS MANUFACTURER AND ACCORDING TO REQUIREMENTS IN REFERENCED GLAZING PUBLICATIONS. 1.16 EXAMINATION A, EXAMINE AREAS TO RECEIVE GLASS, NOTIFY ARCHITECT OF CONDITIONS THAT WOULD ADVERSELY AFFECT INSTALLATION. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 1.17 PREPARATION A. VERIFY GOING OPENINGS ARE CORRECT SIZE AND WITHIN TOLERANCE. B. VERIFY GLAZING CHANNELS, RECESSES, AND WEEPS ARE CLEAN AND FREE OF OBSTRUCTIONS. SECTION 088000 - GLAZING (CONTINUED) 1.18 TAPE GLAZING A. POSITION TAPES ON FIXED STOPS $O THAT, WHEN COMPRESSED BY GLASS, THEIR EXPOSED EDGES ARE FLUSH WITH OR PROTRUDE SLIGHTLY ABOVE SIGHTLINE OF STOPS, B. INSTALL TAPES CONTINUOUSLY, BUT NOT NECESSARILY IN ONE CONTINUOUS LENGTH. DO NOT STRETCH TAPES TO MAKE THEM FIT OPENING. C. COVER VERTICAL FRAMING JOINTS BY APPLYING TAPES TO HEADS AND SILLS FIRST, THEN TO JAMBS. COVER HORIZONTAL FRAMING JOINTS BY APPLYING TAPES TO JAMBS, THEN TO HEADS AND SILLS. D. PLACE JOINTS IN TAPES AT CORNERS OF OPENING WITH ADJOINING LENGTHS BUTTED TOGETHER, NOT LAPPED. SEAL JOINTS IN TAPES WITH COMPATIBLE SEALANT APPROVED BY TAPE MANUFACTURER. E. CENTER GLASS LITES IN OPENINGS ON SETTING BLOCKS, AND PRESS FIRMLY AGAINST TAPE BY INSERTING DENSE COMPRESSION GASKETS FORMED AND INSTALLED TO LOCK IN PLACE AGAINST FACES OF REMOVABLE STOPS. START GASKET APPLICATIONS AT CORNERS AND WORK TOWARD CENTERS OF OPENINGS. F. APPLY CAP BEAD OF ELASTOMERIC SEALANT OVER EXPOSED EDGE OF TAPE. 1.19 GASKET GLAZING (DRY) A. CUT COMPRESSION GASKETS TO LENGTHS RECOMMENDED BY GASKET MANUFACTURER TO FIT OPENINGS EXACTLY, WITH ALLOWANCE FOR STRETCH DURING INSTALLATION. B. INSERT SOFT COMPRESSION GASKET BETWEEN GLASS AND FRAME OR FIXED STOP SO IT IS SECURELY IN PLACE WITH JOINTS MITER CUT AND BONDED TOGETHER AT CORNERS. C. INSTALLATION WITH DRIVE-IN WEDGE GASKETS: CENTER GLASS LITES IN OPENINGS ON SETTING BLOCKS, AND PRESS FIRMLY AGAINST SOFT COMPRESSION GASKET BY INSERTING DENSE COMPRESSION GASKETS FORMED AND INSTALLED TO LOCK IN PLACE AGAINST FACES OF REMOVABLE STOPS. START GASKET APPLICATIONS AT CORNERS AND WORK TOWARD CENTERS OF OPENINGS, COMPRESS GASKETS TO PRODUCE A WEATHERTIGHT SEAL WITHOUT DEVELOPING BENDING STRESSES IN GLASS, SEAL GASKET JOINTS WITH SEALANT RECOMMENDED BY GASKET MANUFACTURER. D. INSTALLATION WITH PRESSURE -GLAZING STOPS: CENTER GLASS LITES IN OPENINGS ON SETTING BLOCKS, AND PRESS FIRMLY AGAINST SOFT COMPRESSION GASKET. INSTALL DENSE COMPRESSION GASKETS AND PRESSURE -GLAZING STOPS, APPLYING PRESSURE UNIFORMLY TO COMPRESSION GASKETS. COMPRESS GASKETS TO PRODUCE A WEATHERTIGHT SEAL WITHOUT DEVELOPING BENDING STRESSES IN GLASS. SEAL GASKET JOINTS WITH SEALANT RECOMMENDED BY GASKET MANUFACTURER. E. INSTALL GASKETS SO THEY PROTRUDE PAST FACE OF GLAZING STOPS. 1.20 GLAZING A. INSTALL GLASS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, EXCEPT WHERE LOCAL CODES OR GANA GLAZING MANUAL INDICATE MORE STRINGENT REQUIREMENTS. 1.21 CLEANING AND PROTECTION A. IMMEDIATELY AFTER INSTALLATION REMOVE NONPERMANENT LABELS AND CLEAN SURFACES. S. PROTECT GLASS FROM CONTACT WITH CONTAMINATING SUBSTANCES RESULTING FROM CONSTRUCTION OPERATIONS, EXAMINE GLASS SURFACES ADJACENT TO OR BELOW EXTERIOR CONCRETE AND OTHER MASONRY SURFACES AT FREQUENT INTERVALS DURING CONSTRUCTION, BUT NOT LESS THAN ONCE A MONTH, FOR BUILDUP OF DIRT, SCUM, ALKALINE DEPOSITS, OR STAINS. 1. IF, DESPITE SUCH PROTECTION, CONTAMINATING SUBSTANCES DO COME INTO CONTACT WITH GLASS, REMOVE SUBSTANCES IMMEDIATELY AS RECOMMENDED IN WRITING BY GLASS MANUFACTURER. REMOVE AND REPLACE GLASS THAT CANNOT BE CLEANED WITHOUT DAMAGE TO COATINGS. C. REMOVE AND REPLACE GLASS THAT IS DAMAGED DURING CONSTRUCTION PERIOD. SECTION 092216 - NON-STRUCTURAL METAL FRAMING 1.1 SUMMARY A. SECTION INCLUDES: NON -LOAD -BEARING STEEL FRAMING SYSTEMS FOR INTERIOR PARTITIONS AND SUSPENSION SYSTEMS FOR INTERIOR CEILINGS AND SOFFITS, 1.2 ACTION SUBMITTALS: REFER TO SECTION 013300 FOR SUBMITTAL REQUIREMENTS 1.3 QUALITY ASSURANCE A. SUBMITTALS AND/OR INSTALLATIONS OF STEEL FRAMING THAT IS A LESSER THICKNESS OR GAUGE THAN WHAT IS PRESCRIBED BELOW WILL BE REJECTED. ALTERNATES FOR FRAMING MEMBERS THAT ARE SAID TO BE "GAUGE EQUIVALENT", BUT DO NOT MEET THE THICKNESS OR GAUGE REQUIREMENTS OUTLINE BELOW WILL NOT BE ACCEPTED. B. FIRE -TEST -RESPONSE CHARACTERISTICS: FOR FIRE -RESISTANCE -RATED ASSEMBLIES THAT INCORPORATE NONLOAD-BEARING STEEL FRAMING, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 119 BY AN INDEPENDENT TESTING AGENCY. C. STC-RATED ASSEMBLIES: FOR STC-RATED ASSEMBLIES, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 90 AND CLASSIFIED ACCORDING TO ASTM E 413 BY AN INDEPENDENT TESTING AGENCY. 1.4 COORDINATION: COORDINATE THE PLACEMENT OF BLOCKING AND OTHER COMPONENTS WITHIN THE STUD FRAMING SYSTEM 1.5 NON -LOAD BEARING STEEL FRAMING, GENERAL A. FRAMING MEMBERS, GENERAL: COMPLY WITH ASTM C 754, NON -LOAD BEARING ROLLED STEEL, CHANNEL SHAPED, PUNCHED FOR UTILITY ACCESS, AS FOLLOWS 1, STEEL SHEET COMPONENTS: COMPLY WITH ASTM C 645 REQUIREMENTS FOR METAL, UNLESS OTHERWISE INDICATED. 2. PROTECTIVE COATING: ONE OF THE FOLLOWING; a. ASTM A 653/A 653M, G60, HOT -DIP GALVANIZED. b. MEETING REQUIREMENTS OF ASTM C645-07; C-CHANNEL, ROLL -FORMED FROM GALVANIZED STEEL; COMPLYING WITH ASTM A1003 AND ASTM A653 G40 OR EQUIVALENT CORROSION RESISTANT COATING. 1,6 STEEL FRAMING FOR FRAMED ASSEMBLIES A. STEEL STUDS AND RUNNERS: ASTM C 645. B. MINIMUM BASE -METAL THICKNESS: 0.030 INCH (20 GAUGE), OR GREATER AS REQUIRED TO COMPLY WITH MANUFACTURER'S REQUIREMENTS FOR LIMITING HEIGHTS AND APPLIED LOADS. 1. MINIMUM BASE -METAL THICKNESS FOR DOOR JAMB STUDS: 0.030 INCH (20 GAUGE). 2. DEPTH: AS INDICATED ON DRAWINGS. 3. RUNNERS: WITH BENT LEG RETAINER NOTCHED TO RECEIVE STUDS WITH PROVISION FOR CRIMP LOCKING TO STUD. CEILING RUNNERS WITH EXTENDED LEG RETAINER. C. SLIP -TYPE HEAD JOINTS: WHERE INDICATED, PROVIDE ONE OF THE FOLLOWING IN THICKNESS NOT LESS THAN INDICATED FOR STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF STUDS: 1, SINGLE LONG -LEG RUNNER SYSTEM: ASTM C 645 TOP RUNNER WITH 2-INCH DEEP FLANGES, INSTALLED WITH STUDS FRICTION FIT INTO TOP RUNNER AND WITH CONTINUOUS BRIDGING LOCATED WITHIN 12 INCHES OF THE TOP OF STUDS TO PROVIDE LATERAL BRACING. 2, DOUBLE -RUNNER SYSTEM: ASTM C 645 TOP RUNNERS, INSIDE RUNNER WITH 2-INCH DEEP FLANGES AND FASTENED TO STUDS, AND OUTER RUNNER SIZED TO FRICTION FIT INSIDE RUNNER. 3 DEFLECTION TRACK: STEEL SHEET TOP RUNNER MANUFACTURED TO PREVENT CRACKING OF FINISHES DUE TO DEFLECTION OF STRUCTURE ABOVE. D. FIRESTOP TRACKS: TOP RUNNER MANUFACTURED TO ALLOW PARTITION HEADS TO EXPAND AND CONTRACT WITH MOVEMENT OF THE STRUCTURE WHILE MAINTAINING CONTINUITY OF FIRE -RESISTANCE -RATED ASSEMBLY INDICATED; IN THICKNESS NOT LESS THAN INDICATED FOR STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF STUDS. 1. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: a. FIRE TRAK CORP.; FIRE TRAK ATTACHED TO STUDS WITH FIRE TRAK SLIP CLIP. b. METAL-LITE, INC.; THE SYSTEM. E. FLAT STRAP AND BACKING PLATE: STEEL SHEET FOR BLOCKING AND BRACING IN LENGTH AND WIDTH INDICATED. 1. MINIMUM BASE -METAL THICKNESS: 0.043 INCH (18 GAUGE), F. COLD -ROLLED CHANNEL BRIDGING: 0.0538-INCH BARE -STEEL THICKNESS, WITH MINIMUM 1/2-INCH- WIDE FLANGES. 1. DEPTH: 1-1/2 INCHES, UNLESS INDICATED OTHERWISE. 2. CLIP ANGLE: NOT LESS THAN 1-1/2 BY 1-1/2 INCHES, 0.068-INCH- THICK, GALVANIZED STEEL. G. FURRING CHANNELS (FURRING MEMBERS): 1. COLD -ROLLED CHANNELS: 0,053-INCH UNCOATED -STEEL THICKNESS, WITH MINIMUM 1/2-INCH- WIDE FLANGES, 3/4 INCH DEEP. 2. DIMPLED STEEL STUDS AND RUNNERS: ASTM C 645. a. MINIMUM BASE -METAL THICKNESS: 0.033 INCH. b, DEPTH: AS INDICATED ON DRAWINGS. 3. HAT -SHAPED, RIGID FURRING CHANNELS: ASTM C 645, 7/8 INCH OR 1 % INCH DEEP, UNLESS NOTED OTHERWISE. a. MINIMUM BASE -METAL THICKNESS: 0.033 INCH 4. Z-SHAPED FURRING: WITH SLOTTED OR NON -SLOTTED WEB, FACE FLANGE OF 1 '% INCHES, WALL ATTACHMENT FLANGE OF 7/8 INCH, MINIMUM UNCOATED -METAL THICKNESS OF 0.018 AND DEPTH REQUIRED TO FIT INSULATION THICKNESS INDICATED, 5. RESILIENT FURRING CHANNELS: 1/2-INCH- DEEP MEMBERS DESIGNED TO REDUCE SOUND TRANSMISSION. a. CONFIGURATION: ASYMMETRICAL. 1.7 SUSPENSION SYSTEMS A. TIE WIRE: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, 0,062-INCH DIAMETER WIRE, OR DOUBLE STRAND OF 0.048- INCH DIAMETER WIRE. B. HANGER ATTACHMENTS TO CONCRETE: 1. ANCHORS: CAPABLE OF SUSTAINING A LOAD EQUAL TO 5 TIMES THAT IMPOSED AS DETERMINED BY ASTM E 488. a. TYPE: POST -INSTALLED, CHEMICAL ANCHOR OR POST -INSTALLED, EXPANSION ANCHOR, 2, POWDER -ACTUATED FASTENERS: CAPABLE OF SUSTAINING, A LOAD EQUAL TO 10 TIMES THAT IMPOSED AS DETERMINED BY ASTM E 1190. C. WIRE HANGERS: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.16 INCH IN DIAMETER. D, FLAT HANGERS: STEEL SHEET, IN SIZE INDICATED ON DRAWINGS OR 1 BY 3/16 INCH BY LENGTH INDICATED, E. CARRYING CHANNELS: COLD -ROLLED, COMMERCIAL -STEEL SHEET WITH A BASE -METAL THICKNESS OF 0.053 INCH AND MINIMUM 1/2-INCH WIDE FLANGES. 1, COLD -ROLLED CHANNELS: 0.053-INCH UNCOATED -STEEL THICKNESS, WITH MINIMUM 112-INCH WIDE FLANGES, DEPTH AS INDICATED ON DRAWINGS. F. FURRING CHANNELS (FURRING MEMBERS): 1. COLD -ROLLED CHANNELS: 0.053-INCH UNCOATED -STEEL THICKNESS, WITH MINIMUM 112-INCH WIDE FLANGES, 3/4 INCH DEEP. 2, STEEL STUDS AND RUNNERS: ASTM C 645. USE EITHER STEEL STUDS AND RUNNERS OR DIMPLED STEEL STUDS AND RUNNERS OF MINIMUM BASE -METAL THICKNESS, A. MINIMUM BASE -METAL THICKNESS: 0.033 INCH (20 GAUGE), a. DEPTH: AS INDICATED ON THE DRAWINGS. 3. HAT -SHAPED, RIGID FURRING CHANNELS: ASTM C 645, 7/8 INCH DEEP. a. MINIMUM BASE -METAL THICKNESS: 0.033 INCH (20 GAUGE). 4. RESILIENT FURRING CHANNELS: 1/2-INCH DEEP MEMBERS DESIGNED TO REDUCE SOUND TRANSMISSION. a. CONFIGURATION: ASYMMETRICAL OR HAT SHAPED. SECTION 092216 - NON-STRUCTURAL METAL FRAMING (CONTINUED) 1.8 AUXILLARY METALS A. GENERAL: PROVIDE AUXILIARY MATERIALS THAT COMPLY WITH REFERENCED INSTALLATION STANDARDS. 1. FASTENERS FOR ME,rAL FRAMING: OF TYPE, MATERIAL SIZE, CORROSION RESISTANCE, HOLDING POWER, AND OTHER PROPERTIES REQUIRED TO FASTEN STEEL MEMBERS TO SUBSTRATES. A. ASTM C514; GA 203, SELF -DRILLING, SELF -TAPPING SCREENS. B. ISOLATION STRIP AT EXTERIOR WALLS: PROVIDE ONE OF THE FOLLOWING: 1. ASPHALT -SATURATED ORGANIC FELT: ASTM D 226, TYPE I (NO. 15 ASPHALT FELT), NONPERFORATED. 2, FOAM GASKET: ADHESIVE -BACKED, CLOSED -CELL VINYL FOAM STRIPS THAT ALLOW FASTENER PENETRATION WITHOUT FOAM DISPLACEMENT, 1/8 INCH THICK, IN WIDTH TO SUIT STEEL STUD SIZE, 1.9 EXAMINATION A. EXAMINE AREAS AND SUBSTRATES, WITH INSTALLER PRESENT, AND INCLUDING WELDED HOLLOW -METAL FRAMES, CAST -IN ANCHORS, AND STRUCTURAL FRAMING, FOR COMPLIANCE WITH REQUIREMENTS AND OTHER CONDITIONS AFFECTING PERFORMANCE. 1. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 1.10 PREPARATION A. SUSPENDED ASSEMBLIES: COORDINATE INSTALLATION OF SUSPENSION SYSTEMS WITH INSTALLATION OF OVERHEAD STRUCTURE TO ENSURE THAT INSERTS AND OTHER PROVISIONS FOR ANCHORAGES TO BUILDING STRUCTURE HAVE BEEN INSTALLED TO RECEIVE HANGERS AT SPACING REQUIRED TO SUPPORT THE WORK AND THAT HANGERS WILL DEVELOP THEIR FULL STRENGTH. 1. FURNISH CONCRETE INSERTS AND OTHER DEVICES INDICATED TO OTHER TRADES FOR INSTALLATION IN ADVANCE OF TIME NEEDED FOR COORDINATION AND CONSTRUCTION. 1.11 INSTALLATION, GENERAL A. INSTALLATION STANDARD: ASTM C 754. 1. GYPSUM BOARD ASSEMBLIES: ALSO COMPLY WITH REQUIREMENTS IN ASTM C 840 THAT APPLY TO FRAMING INSTALLATION. B. INSTALL FRAMING AND ACCESSORIES PLUMB, SQUARE, AND TRUE TO LINE, WITH CONNECTIONS SECURELY FASTENED. C. INSTALL SUPPLEMENTARY FRAMING, AND BLOCKING TO SUPPORT FIXTURES, EQUIPMENT SERVICES, HEAVY TRIM, GRAB BARS, TOILET ACCESSORIES, FURNISHINGS, OR SIMILAR CONSTRUCTION, D. INSTALL BRACING AT TERMINATIONS IN ASSEMBLIES. E. DO NOT BRIDGE BUILDING CONTROL AND EXPANSION JOINTS WITH NON -LOAD -BEARING STEEL FRAMING MEMBERS. FRAME BOTH SIDES OF JOINTS INDEPENDENTLY. 1.12 INSTALLING FRAMED ASSEMBLIES A. INSTALL FRAMING SYSTEM COMPONENTS ACCORDING TO SPACINGS INDICATED, BUT NOT GREATER THAN SPACINGS REQUIRED BY REFERENCED INSTALLATION STANDARDS FOR ASSEMBLY TYPES. B. WHERE STUDS ARE INSTALLED DIRECTLY AGAINST EXTERIOR MASONRY WALLS OR DISSIMILAR METALS AT EXTERIOR WALLS, INSTALL ISOLATION STRIP BETWEEN STUDS AND EXTERIOR WALL. C. PLACE TWO BEADS OF ACOUSTICAL SEALANT BETWEEN RUNNERS AND SUBSTRATE, STUDS AND ADJACENT CONSTRUCTION TO ACHIEVE AN ACOUSTICAL SEAL. D. ALIGN STUD WEB OPENINGS HORIZONTALLY, E. INSTALL STUDS SO FLANGES WITHIN FRAMING SYSTEM POINT IN SAME DIRECTION. 1. SPACE STUDS AS FOLLOWS: 16 INCHES O.C., UNLESS OTHERWISE INDICATED. 2. STUD SPLICING NOT PERMISSIBLE. F. FABRICATE CORNERS USING A MINIMUM OF THREE STUDS. G. INSTALL TRACKS (RUNNERS) AT FLOORS AND OVERHEAD SUPPORTS. EXTEND FRAMING FULL HEIGHT TO STRUCTURAL SUPPORTS OR SUBSTRATES ABOVE SUSPENDED CEILINGS. EXCEPT WHERE PARTITIONS ARE INDICATED TO TERMINATE AT SUSPENDED CEILINGS, CONTINUE FRAMING AROUND DUCTS PENETRATING PARTITIONS ABOVE CEILING. 1. SLIP -TYPE HEAD JOINTS: WHERE FRAMING EXTENDS TO OVERHEAD STRUCTURAL SUPPORTS, INS T ALL TO PRODUCE JOINTS AT TOPS OF FRAMING SYSTEMS THAT PREVENT AXIAL LOADING OF FINISHED ASSEMBLIES. 2. DOOR OPENINGS: SCREW VERTICAL STUDS AT JAMBS TO JAMB ANCHOR CLIPS ON DOOR FRAMES; INSTALL RUNNER TRACK SECTION (FOR CRIPPLE STUDS) AT HEAD AND SECURE TO JAMB STUDS. 3, OTHER FRAMED OPENINGS: FRAME OPENINGS OTHER THAN DOOR OPENINGS THE SAME AS REQUIRED FOR DOOR OPENINGS, UNLESS OTHERWISE INDICATED. INSTALL FRAMING BELOW SILLS OF OPENINGS TO MATCH FRAMING REQUIRED ABOVE DOOR HEADS. 4, COORDINATE INSTALLATION OF WOOD BUCKS, ANCHORS, AND WOOD BLOCKING WITH ELECTRICAL AND MECHANICAL WORK TO BE PLACED WITHIN OR BEHIND STUD FRAMING. 5. BLOCKING: SECURE WOOD BLOCKING TO STUDS. INSTALL BLOCKING FOR SUPPORT OF PLUMBING FIXTURES, TOILET PARTITIONS, ALL CABINETS, TOILET ACCESSORIES, AND HARDWARE. 6. REFER TO DRAWINGS FOR INDICATION OF PARTITIONS EXTENDING TO FINISHED CEILING ONLY AND FOR PARTITIONS EXTENDING THROUGH THE CEILING TO THE STRUCTURE ABOVE, MAINTAIN CLEARANCE UNDER STRUCTURAL BUILDING MEMBERS TO AVOID DEFLECTION TRANSFER TO STUDS. PROVIDE EXTENDED LEG CEILING RUNNERS. 7. COORDINATE PLACEMENT OF INSULATION IN STUD SPACES MADE INACCESSIBLE AFTER STUD FRAMING ERECTION. 8. FIRE-RESiSTANCE-RATED PARTITIONS: INSTALL FRAMING TO COMPLY WITH FIRE -RESISTANCE -RATED ASSEMBLY INDICATED AND SUPPORT CLOSURES AND TO MAKE PARTITIONS CONTINUOUS FROM FLOOR TO UNDERSIDE OF SOLID STRUCTURE. a. FIRESTOP TRACK: WHERE INDICATED, INSTALL TO MAINTAIN CONTINUITY OF FIRE -RESISTANCE RATED ASSEMBLY INDICATED. 9. SOUND -RATED PARTITIONS: INSTALL FRAMING TO COMPLY WITH SOUND -RATED ASSEMBLY INDICATED. 10. CEILING FRAMING: a. INSTALL CEILING FRAMING INDEPENDENT OF WALLS, COLUMNS, AND ABOVE CEILING WORK. b. REINFORCE OPENINGS IN CEILING SUSPENSION SYSTEM WHICH INTERRUPT MAIN CARRYING CHANNELS OR FURRING CHANNELS, WITH LATERAL CHANNEL BRACING. EXTEND BRACING MINIMUM 24 INCHES PAST EACH END OF OPENINGS. c. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM. 11. CURVED PARTITIONS: a. BEND TRACK TO UNIFORM CURVE AND LOCATE STRAIGHT LENGTHS SO THEY ARE TANGENT TO ARCS. b. BEGIN AND END EACH ARC WITH A STUD AND SPACE INTERMEDIATE STUDS EQUALLY ALONG ARCS, ON STRAIGHT LENGTHS OF NO FEWER THAN TWO STUDS AT ENDS OF ARCS, PLACE STUDS 6 INCHES O.C. H. DIRECT FURRING: 1. ATTACH TO CONCRETE OR MASONRY WITH STUB NAILS, SCREWS DESIGNED FOR MASONRY ATTACHMENT, OR POWDER - DRIVEN FASTENERS SPACED 24 INCHES O.C. 2. INSTALL THERMAL INSULATION VERTICALLY AND HOLD IN PLACE WITH Z-FURRING CHANNELS SPACED MAXIMUM 16 INCHES ON CENTER, NOT MORE THAN 3 INCHES FROM EXTERNAL CORNERS AND 12 INCHES AT INTERNAL CORNERS. SECURE Z- FURRING CHANNELS MAXIMUM, 24 INCHES ON CENTER. 3. ERECT FREE-STANDING METAL STUD FRAMING TIGHT TO CONCRETE OR CONCRETE MASONRY WALLS AS INDICATED ON DRAWINGS, ATTACHED BY ADJUSTABLE FURRING BRACKETS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. I. INSTALLATION TOLERANCE: INSTALL EACH FRAMING MEMBER SO FASTENING SURFACES VARY NOT MORE THAN 1/8 INCH FROM THE PLANE FORMED BY FACES OF ADJACENT FRAMING. 1.13 INSTALLING SUSPENSION SYSTEMS A. INSTALL SUSPENSION SYSTEM COMPONENTS ACCORDING TO SPACINGS INDICATED, BUT NOT GREATER THAN SPACINGS REQUIRED BY REFERENCED INSTALLATION STANDARDS FOR ASSEMBLY TYPES, B. ISOLATE SUSPENSION SYSTEMS FROM BUILDING STRUCTURE WHERE THEY ABUT OR ARE PENETRATED BY BUILDING STRUCTURE TO PREVENT TRANSFER OF LOADING IMPOSED BY STRUCTURAL MOVEMENT. C. SUSPEND HANGERS FROM BUILDING STRUCTURE AS FOLLOWS: 1. INSTALL HANGERS PLUMB AND FREE FROM CONTACT WITH INSULATION OR OTHER OBJECTS WITHIN CEILING PLENUM THAT ARE NOT PART OF SUPPORTING STRUCTURAL OR SUSPENSION SYSTEM. a. SPLAY HANGERS ONLY WHERE REQUIRED TO MISS OBSTRUCTIONS AND OFFSET RESULTING HORIZONTAL FORCES BY BRACING, COUNTER-SPLAY!NG, OR OTHER EQUALLY EFFECTIVE MEANS. 2. WHERE WIDTH OF DUCTS AND OTHER CONSTRUCTION WITHIN CEILING PLENUM PRODUCES HANGER SPACINGS THAT INTERFERE WITH LOCATIONS OF HANGERS, INSTALL SUPPLEMENTAL SUSPENSION MEMBERS AND HANGERS IN THE FORM OF TRAPEZES OR EQUIVALENT DEVICES. 3. DO NOT ATTACH HANGERS TO STEEL ROOF DECK. 4. DO NOT ATTACH HANGERS TO ROLLED -IN HANGER TABS OF COMPOSITE STEEL FLOOR DECK. 5. DO NOT CONNECT OR SUSPEND STEEL FRAMING FROM DUCTS, PIPES, OR CONDUIT, D. FIRE -RESISTANCE -RATED ASSEMBLIES: WIRE TIE FURRING CHANNELS TO SUPPORTS. E. SEISMIC BRACING: SWAY -BRACE SUSPENSION SYSTEMS WITH HANGERS USED FOR SUPPORT IN PROJECT LOCATIONS LOCATED WITH SEISMIC ZONES AS DEFINE BY THE INTERNATIONAL BUILDING CODE, LATEST EDITION AS FOLLOWS: 1. AREAS CLASSIFIED AS GREATER THAN OR EQUAL TO 10 AT 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B. 2. AREAS CLASSIFIED AS GREATER THAN OR EQUAL TO 30 AT 0.5 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B. 3. OR AS REQUIRED BY AUTHORITY HAVING JURISDICTION. F. INSTALLATION TOLERANCES: INSTALL SUSPENSION SYSTEMS THAT ARE LEVEL TO WITHIN 1/8 INCH IN 12 FEET MEASURED LENGTHWISE ON EACH MEMBER THAT WILL RECEIVE FINISHES AND TRANSVERSELY BETWEEN PARALLEL MEMBERS THAT WILL RECEIVE FINISHES. SECTION 092900 - GYPSUM BOARD 1.1 SUMMARY A. THIS SECTION INCLUDES THE FOLLOWING INTERIOR GYPSUM BOARD AND TAPED AND SANDED JOINT TREAT MEN r 1.2 ACTION SUBMITTALS: REFER TO SECTION 013300 FOR SUBMITTAL REQUIREMENTS 1.3 QUALITY ASSURANCE A. FIRE -RESISTANCE -RATED ASSEMBLIES: FOR FIRE -RESISTANCE -RATED ASSEMBLIES, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 119 BY AN INDEPENDENT TESTING AGENCY. B. STC-RATED ASSEMBLIES: FOR STC-RATED ASSEMBLIES, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 90 AND CLASSIFIED ACCORDING TO ASTM E 413 BY AN INDEPENDENT TESTING AGENCY. 1A INTERIOR GYPSUM BOARD A. GENERAL: COMPLYING WITH ASTM C 36/C 36M OR ASTM C 13961C 13961U, AS APPLICABLE TO TYPE OF GYPSUM BOARD INDICATED AND WHICHEVER IS MORE STRINGENT, 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: a. AMERICAN GYPSUM. b. G-P GYPSUM. c. LAFARGE NORTH AMERICA INC. d. NATIONAL GYPSUM COMPANY. e. USG CORPORATION. B. MOISTURE AND MOLD -RESISTANT TYPE: ASTM D3273/C 1396M, NON-COMBUSTIBLE, MOISTURE- AND MOLD -RESISTANT GYPSUM CORE WITH PAPER FACINGS, MAXIMUM PERMISSIBLE LENGTH; ENDS SQUARE CUT. 1. THICKNESS: 5/8-INCH THICK, UNLESS NOTED OTHERWISE, 2. LONG EDGES: TAPERED AND BEVELED. 3. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO ASTM D 3274. 4. WATER ABSORPTION: ASTM C473, LESS THAN 5%. C. GLASS -MAT MOISTURE AND MOLD -RESISTANT TYPE: ASTM D3273/C 1396M. NON-COMBUSTIBLE, MOISTURE- AND MOLD - RESISTANT GYPSUM CORE WITH COATED FIBERGLASS MAT FACINGS, MAXIMUM PERMISSIBLE LENGTH; ENDS SQUARE CUT. 1. THICKNESS: 5/8-INCH THICK, UNLESS NOTED OTHERWISE. 2. LONG EDGES: TAPERED AND BEVELED. 3. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO ASTM D 3274. 4, WATER ABSORPTION: ASTM C473, LESS THAN 5%. D. FIRE RATED TYPE: A GYPSUM CORE WALL PANEL WITH ADDITIVES TO ENHANCE FIRE RESISTANCE OF THE COPE AND SURFACED WITH PAPER ON FRONT, BACK, AND LONG EDGES AND COMPLYING WITH ASTM C 1396, TYPE X. 1, THICKNESS: 5/8-INCH THICK. 2. LONG EDGES: SQUARE OR TAPERED, E. FIRE RATED MOLD -RESISTANT TYPE' A GYPSUM CORE WALL PANEL WITH AD0171VES TO ENHANCE FIP•.E RESISTA N:;E OF -_HE CORE AND THE WATER RESISTANCE OF THE CORE; SURFACED WITH MO!STUREiivlOLD RESISTANT PAPER ON THE FRO,N7, BAC' AND LONG EDGES AND COMPLYING WITH ASTM C 1396 AND ASTM D 3273, TYPE X 1. THICKNESS: 518-!NCH THICK. 2. LONG EDGES: SQUARE OR TAPERED. 3. MOLD AND MILDEW RESISTANCE: PANEL SCORE OF 10, WHEN TESTED IN ACCORDANCE WITH ASTM^ D 327?. F. FIRE RATED GLASS -MAT MOLD -RESISTANT TYPE: A GYPSUM CORE WALL PANEL WITH ADDITIVES TO ENHANCE FIRE RESISTANCE OF THE CORE AND THE WATER RESISTANCE OF THE CORE; COATED FIBERGLASS MAT FACINGS AND C•011.11PLYING WITH ASTM C 1396 AND ASTM D 3273, TYPE X. 1. THICKNESS: 5/8-INCH THICK. 2. LONG EDGES: SQUARE OR TAPERED. 3. MOLD AND MILDEW RESISTANCE: PANEL SCORE OF 10, WHEN TESTED IN ACCORDANCE WITH ASTivi D 3273. 1.5 TRIM ACCESSORIES A. INTERIOR TRIM: ASTM C 1047. 1. MATERIAL: GALVANIZED OR ALUMINUM -COATED STEEL SHEET, ROLLED ZINC, PLASTIC OR PAPER -FACED GALVANIZED STEEL SHEET, 2. SHAPES: a. CORNERBEAD b. J-SHAPED; EXPOSED LONG FLANGE RECEIVES JOINT COMPOUND. c. EXPANSION (CONTROL) JOINT. B. RIGID PVC TRIM: APPROVED FOR CLASS "A" APPLICATIONS EQUAL TO "TRIM-TEX" SHALL BE ACCEPTABLE FOR THE FOLLOWING APPLICATIONS. 1. L-BEAD: PULL -.AWAY OR TEAR -AWAY, C. EXTERIOR TRIM: ASTM C1047. 1. MATERIAL: HOT -DIPPED GALVANIZED SHEET STEEL, PLASTIC OR ROLLED ZINC 2. ALUMINUM TRIM: ASTM B221 (ASTM B 221M), ALLOY 6063-T5. 1.6 JOINT TREATMENT MATERIALS A. GENERAL: COMPLY WITH ASTM C 475/C 475M. B. JOINT TAPE: INTERIOR GYPSUM WALLBOARD - PAPER. C. JOINT COMPOUND FOR INTERIOR GYPSUM WALLBOARD: FOR EACH COAT USE FORMULATION THAT IS COMPATIBLE WITH OTHER COMPOUNDS APPLIED ON PREVIOUS OR FOR SUCCESSIVE COATS. 1. PREFILLING: AT OPEN JOINTS AND DAMAGED SURFACE AREAS, USE SETTING -TYPE TAPING COMPOUND. 2. EMBEDDING AND FIRST COAT: FOR EMBEDDING TAPE AND FIRST COAT ON JOINTS, FASTENERS, AND TRIM FLANGES, USE SETTING -TYPE TAPING COMPOUND. 3. FILL COAT: FOR SECOND COAT, USE SETTING -TYPE, SANDABLE TOPPING COMPOUND. 4. FINISH COAT: FOR THIRD COAT, USE SETTING -TYPE, SANDABLE TOPPING COMPOUND. D. JOINT COMPOUND FOR TILE BACKING PANELS: 1. CEMENTITIOUS BACKER UNITS: AS RECOMMENDED BY BACKER UNIT MANUFACTURER. 1.7 AUXILIARY MATERIALS A. GENERAL: PROVIDE AUXILIARY MATERIALS THAT COMPLY WITH REFERENCED INSTALLATION STANDARDS AND MANUFACTURER'S WRITTEN RECOMMENDATIONS. B. LAMINATING ADHESIVE: ADHESIVE OR JOINT COMPOUND RECOMMENDED FOR DIRECTLY ADHERING CYPSi IM. PANELS "0 EXISTING CONTINUOUS SUBSTRATE. 1. LAMINATING ADHESIVE SHALL HAVE A VOC CCNTENT OF 50 G/L OR LES3'WHEN CALCUUkTED ACCORDING TO 40 CFR 55, SUBPART D (EPA METHOD 24). 2, LAMINATING ADHESIVE SHALL COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTM�-ivT OF HEALTH SERVICES -STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FRCIM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS." C. STEEL DRILL SCREWS: ASTM C 1002, UNLESS OTHERWISE INDICATEC, SELF -TAPPING DRYV�ALL SC1REV4, TYPE AND LFNG?ri AS RECOMMENDED BY MANUFACTURER OF METAL STUDS; POWER DRIVEN; GALVANIZED OR CADM!UNI PLATED FOR SHEATHING AT STRUCTURAL LOADS. 1. USE SCREWS COMPLYING WITH ASTM C 954 FOR FASTENING PANELS TO ST: EFL MEMBERS FROM 0.033 TO 0.112 !NCH THICK. D. SOUND ATTENUATION BLANKETS: AS SPECIFIED IN SECTION 072100 " THERMAL INSULATION" E. THERMAL INSULATION: AS SPECIFIED IN SECTION 072100 "THERMAL INSULATION." F. ACOUSTICAL JOINT SEALANT: AS SPECIFIED IN SECTION 079200 "JOINT SEALANTS." 1.8 EXAMINATION A. EXAMINE AREAS AND SUBSTRATES, WITH INSTALLER PRESENT, AND INCLUDING WELDED HOLLOW -METAL FRAMES AND FRAMING, FOR COMPLIANCE WITH REQUIREMENTS AND OTHER COND!T!CNS AFFECTING PERFORMANCE, B. EXAMINE PANELS BEFORE INSTALLATION. REJECT PANELS THAT ARE WET. MOISTURE DAMAGED, AND MOLD DAMAGED. C. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 1.9 APPLYING AND FINISHING PANELS, GENERAL A. COMPLY WITH ASTM C 840. B. INSTALL CEILING PANELS ACROSS FRAMING TO MINIMIZE THE NUMBER OF ABUTT ING END JOINTS AND TO AVOID ABUTTING END JOINTS IN CENTRAL AREA OF EACH CEILING. STAGGER ABUTTING END JOINTS OF ADJACENT PANELS NOT LESS THAN ONE FRAMING MEMBER. C. INSTALL PANELS WITH FACE SIDE OUT. BUTT PANELS TOGETHER FOR A LIGHT CONTACT .AT EDGES AND ENDS WITH NOT MORE THAN 1/16 INCH OF OPEN SPACE BETWEEN PANELS. DO NOT FORCE INTO PLACE, D. LOCATE EDGE AND END JOINTS OVER SUPPORTS, EXCEPT IN CEILING APPLICATIONS WHERE INTERMEDIATE SUPPORTS OR GYPSUM BOARD BACK -BLOCKING IS PROVIDED BEHIND END JOINTS. DO NOT PLACE TAPERED EDGES AGAINST CUT EDGES OR ENDS. STAGGER VERTICAL JOINTS ON OPPOSITE SIDES OF PARTITIONS. DO NOT MAKE JOINTS OTHER THAN CONTROL JOINTS AT CORNERS OF FRAMED OPENINGS. E. FORM CONTROL AND EXPANSION JOINTS WITH SPACE BETWEEN EDGES OF ADJOINING GYPSUM PANELS. F. COVER BOTH FACES OF SUPPORT FRAMING WITH GYPSUM PANELS IN CONCEALED SPACES (ABOVE CEILINGS, ETC,), EXCEPT IN CHASES BRACED INTERNALLY. 1. UNLESS CONCEALED APPLICATION IS INDICATED OR REQUIRED FOR SOUND, FIRE, AIR, OR SMOKE RATINGS, COVERAGE MAY BE ACCOMPLISHED WITH SCRAPS OF NOT LESS THAN 8 SQ. FT. IN AREA, 2. FIT GYPSUM PANELS AROUND DUCTS, PIPES, AND CONDUITS. 3. WHERE PARTITIONS INTERSECT STRUCTURAL MEMBERS PROJECTING BELOW UNDERSIDE OF FLOOR/ROOF SLABS .AND DECKS, CUT GYPSUM PANELS TO FIT PROFILE FORMED BY STRUCTURAL MEMBERS; ALLOW 1/4- TO 3/8-INCH- WIDE JOINTS TO INSTALL SEALANT. G. ISOLATE PERIMETER OF GYPSUM BOARD APPLIED TO NON -LOAD -BEARING PARTITIONS AT STRUCTURAL ABUTMENTS, EXCEPT FLOORS, PROVIDE 1/4- TO 1/2-INCH- WIDE SPACES AT THESE LOCATIONS, AND TRIM EDGES WITH EDGE TRIM WHERE EDGES OF PANELS ARE EXPOSED. SEAL JOINTS BETWEEN EDGES AND ABUTTING STRUCTURAL SURFACES WITH ACOUSTICAL SEALANT, H. ATTACHMENT TO STEEL FRAMING: ATTACH PANELS SO LEADING EDGE OR END OF EACH PANEL IS A17ACHED TO OPEN (UNSUPPORTED) EDGES OF STUD FLANGES FIRST. I. STC-RATED ASSEMBLIES: SEAL CONSTRUCTION AT PERIMETERS, BEHIND CONTROL_ JOINTS, AND AT OPENINGS AND PENETRATIONS WITH A CONTINUOUS BEAD OF ACOUSTICAL SEALANT. INS I ALL ACOUSTICAL SEALANT AT BCT'H t :ACES Or PARTITIONS AT PERIMETERS AND THROUGH PENETRATIONS. COMPLY WITH ASTM C 919, AND WITH MANUFACTURER'S !A1R!T =lQ RECOMMENDATIONS FOR LOCATING EDGE TRIM AND CLOSING OFF SOUNDFLANKING PATHS AROUND OR THROUGH ASSEMBLIES, INCLUDING SEALING PARTITIONS ABOVE ACOUSTICAL CEILINGS. 1,10 APPLYING INTERIOR GYPSUM BOARD A. SINGLE -LAYER APPLICATION: 1. ON CEILINGS, APPLY GYPSUM PANELS BEFORE WALLIPARTITION BOARD APPL!CATICN TO GREATEST EXTEfJT POSSIBLE AND A r RIGHT ANGLES TO FRAMING, UNLESS OTHERWISE INDICATED 2. ON PARTITIONS/WALLS, APPLY GYPSUM PANELS VERTICALLY (PARALLEL TO FRAMING;), UNLESS OTHERWISE !NDIGATED OR REQUIRED BY FIRE -RESISTANCE -RATED ASSEMBLY, AND MINIMIZE END JOINTS. B. STAGGER ABUTTING END JOINTS NOT LESS THAN ONE FRAMING MEMBER IN ALTERNATE COURSES OF PANELS. 1. FASTENING METHODS: APPLY GYPSUM PANELS TO SUPPORTS WITH STEEL DRILL SCREWS. 2. ON Z-FURRING MEMBERS, APPLY GYPSUM PANELS VERTICALLY(PARALLEL TO FRAMING) WITH NO END JOINTS. LOCATE EDGE JOINTS OVER FURRING MEMBERS. e arc it ct r+� i i 08 E C, n, iI-:rnbL? S ut':V,, z,, Irl 0 P 813 2-11 4,71,10 f 813 247 ::757 d esignstylescrchitecture.com i#AA"' 3'393 All reproduction 8, intellectual property rights resewed 2017 n '� I � t:• t I= L 33542 Prepared far DAVITA MEDICAL GROUP Iiif'sslc,!i�i vviv HEES & A-SS0CI.ATE8, 1v I . CONTACT: KARL i SEES 1381 5TH ST SARASOTA, FL 34236 PHONE: 941.955.4555 GEiNESiS ENGINEER GROUP. LLG CONTACT: MiKE HANEY 1000 N. ASHLEY DR. #900 TAMPA, FL PHONE: 813.523.6455 GENESIS ENGINEER GROIJP I LC CONTACT: MIKE HANEY 1000 N. ASHLEY DR. #900 TAMPA, FL PHONE: 313,523.6455 No. Revision Description Date 1 PERMIT AND BID SET 12M0/2018 No Revision Description Date Drawn By: Wi "'t, ecked, By. SIRS Project Number: 18190 Sheet Title SPECIFICATION Originai drawing is 24 x 36 Do not scale contents of drawing Sheet Number - - - I I i I rt I 1 Ill I'll III II 1!!I1111111111111rilI' _! ._ I I I a fI--- -�_ SECTION 092900 - GYPSUM BOARD (CONTINUED) 1.11 APPLYING INTERIOR GYPSUM BOARD A. SINGLE -LAYER APPLICATION: 1. ON CEILINGS, APPLY GYPSUM PANELS BEFORE WALUPARTITION BOARD APPLICATION TO GREATEST EXTENT POSSIBLE AND AT RIGHT ANGLES TO FRAMING, UNLESS OTHERWISE INDICATED. 2. ON PARTITIONSIWALLS, APPLY GYPSUM PANELS VERTICALLY (PARALLEL TO FRAMING), UNLESS OTHERWISE INDICATED OR REQUIRED BY FIRE -RESISTANCE -RATED ASSEMBLY, AND MINIMIZE END JOINTS. B. STAGGER ABUTTING END JOINTS NOT LESS THAN ONE FRAMING MEMBER IN ALTERNATE COURSES OF PANELS. 1. FASTENING METHODS: APPLY GYPSUM PANELS TO SUPPORTS WITH STEEL DRILL SCREWS. 2. ON Z-FURRING MEMBERS, APPLY GYPSUM PANELS VERTICALLY (PARALLEL TO FRAMING) WITH NO END JOINTS. LOCATE EDGE JOINTS OVER FURRING MEMBERS. C. DOUBLE LAYER APPLICATIONS: 1. SECURE SECOND LAYER TO FIRST WITH FASTENERS AND ADHESIVE WITH SUFFICIENT SUPPORT TO HOLD IN PLACE. APPLY ADHESIVE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. PLACE SECOND LAYER PERPENDICULAR TO FIRST LAYER. OFFSET JOINTS OF SECOND LAYER FROM JOINTS OF FIRST LAYER. D, LAMINATING TO SUBSTRATE: WHERE GYPSUM PANELS ARE INDICATED AS DIRECTLY ADHERED TO A SUBSTRATE (OTHER THAN STUDS, JOISTS, FURRING MEMBERS, OR BASE LAYER OF GYPSUM BOARD), COMPLY WITH GYPSUM BOARD MANUFACTURER'S WRITTEN RECOMMENDATIONS AND TEMPORARILY BRACE OR FASTEN GYPSUM PANELS UNTIL FASTENING ADHESIVE HAS SET. E. TREAT CUT EDGES AND HOLES IN MOISTURE RESISTANT GYPSUM BOARD AND EXTERIOR GYPSUM SOFFIT BOARD WITH SEALANT. 1.12 INSTALLING TRIM ACCESSORIES A. GENERAL: FOR TRIM WITH BACK FLANGES INTENDED FOR FASTENERS, ATTACH TO FRAMING WITH SAME FASTENERS USED FOR PANELS, OTHERWISE, ATTACH TRIM ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. B. CONTROL JOINTS: INSTALL CONTROL JOINTS ACCORDING TO ASTM C 840, AT MAXIMUM 24 FEET O.C. SPACING AND IN SPECIFIC LOCATIONS APPROVED BY ARCHITECT FOR VISUAL EFFECT. C. INTERIOR TRIM: INSTALL IN THE FOLLOWING LOCATIONS: 1. CORNER BEAD: USE AT OUTSIDE CORNERS, UNLESS OTHERWISE INDICATED, USE LONGEST PRACTICAL LENGTH. 2. L -BEAD OR J-BEAD: USE AT EXPOSED PANEL EDGES, PLACE EDGE TRIM WHERE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS. 3, CONTROL JOINTS: INSTALL CONTROL JOINTS .AT LOCATIONS INDICATED ON DRAWINGS, IN ACCORDANCE WITH ASTM C 840 AND IN SPECIFIC LOCATIONS APPROVED BY ARCHITECT FOR VISUAL EFFECT. 1.13 FINISHING GYPSUM BOARD A. GENERAL: TREAT GYPSUM BOARD JOINTS, INTERIOR ANGLES, EDGE TRIM, CONTROL JOINTS, PENETRATIONS, FASTENER HEADS, SURFACE DEFECTS, AND ELSEWHERE AS REQUIRED TO PREPARE GYPSUM BOARD SURFACES FOR DECORATION, PROMPTLY REMOVE RESIDUAL JOINT COMPOUND FROM ADJACENT SURFACES. B. PREFILL OPEN JOINTS, ROUNDED OR BEVELED EDGES, AND DAMAGED SURFACE AREAS. C. APPLY JOINT TAPE OVER GYPSUM BOARD JOINTS, EXCEPT THOSE WITH TRIM HAVING FLANGES NOT INTENDED FOR TAPE. D. GYPSUM BOARD FINISH LEVELS: FINISH PANELS TO LEVELS INDICATED BELOW AND ACCORDING TO ASTM C 840: FINISHED APPEARANCE SHALL. BE PERFECTLY SMOOTH SO THAT, AFTER PAINTING. THERE SMALL BE NO EVIDENCE OF TAPING OR PATCHING, AREAS WHERE THE LOCATION OF JOINTS OR FASTENERS MAY BE DETERMINED BY VISUAL INSPECTION DUE TO BULGES, IRREGULARITIES IN SURFACE OF VARIATIONS IN TEXTURE, WILL BE CONSIDERED DEFECTIVE. 1. LEVEL 1: CEILING PLENUM AREAS, CONCEALED AREAS, ATTICS AND WHERE INDICATED. 2. LEVEL 2: PANELS THAT ARE SUBSTRATE FOR TILE. 3. LEVEL 4: AT PANEL SURFACES THAT WILL BE EXPOSED TO VIEW, UNLESS OTHERWISE INDICATED. A. PRIMER AND ITS APPLICATION TO SURFACES ARE SPECIFIED IN SECTION 099123 "INTERIOR PAINTING." E. IF DRY -OUT OR OVER -SANDING OF FINISH COAT OF COMPOUND LEAVES SURFACE REQUIRING SPECIAL TREATMENT OR SEALING, PROVIDE SUCH SEALER OR TREATMENT AND LEAVE ENTIRE SURFACE ACCEPTABLE TO THE FINISHING TRADES AS SPECIFIED UNDER "PAINTING". F. REPAIR ALL NAIL POPS, WR!NKL ES, BUCKLES AND OTHER DEFECTS OCCURRING DURING THE GUARANTEE PERIOD AND MAKE GOOD .ALL DAMAGE TO OTHER WORK RESULTING FROM SUCH REPAIR. G. TAPE, FILL, AND SAND EXPOSED JOINTS, EDGES, AND CORNERS TO PRODUCE SMOOTH SURFACE READY TO RECEIVE FINISHES, APPLY COMPOUND ENTIRELY FILLING JOINTS AND FEATHER OUT ONTO BOARD AT LEAST ONE INCH BEYOND THE EDGES OF TAPE; IMMEDIATELY SET INTO THE FRESH COMPOUND AND COVER WITH SKIM COAT OF COMPOUND FEATHERED OUT AT LEAST 1-1/2 INCHES BEYOND THE EDGES OF TAPE. ALLOW TO DRY THOROUGHLY FOR AT LEAST 24 HOURS. H. APPLY ADDITIONAL COAT OF COMPOUND, FEATHERING OUT AT LEAST 1-1/2 INCHES ON BOTH EDGES BEYOND PREVIOUS COAT. ALLOW TO DRY THOROUGHLY FOR AT LEAST 24 HOURS. I. APPLY FINAL FINISH COAT FEATHERING OUT AT LEAST 2 INCHES ON BOTH EDGES BEYOND PREVIOUS COAT. J. ALLOW TO DRY THOROUGHLY FOR AT LEAST 24 HOURS. K FEATHER COATS ONTO ADJOINING SURFACES SO THAT CAMBER IS MAXIMUM 1132 INCH. L. CEMENTITIOUS BACKER UNITS: FINISH ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 1,14 PROTECTION A. PROTECT INSTALLED PRODUCTS FROM DAMAGE FROM WEATHER, CONDENSATION, DIRECT SUNLIGHT, CONSTRUCTION, AND OTHER CAUSES DURING REMAINDER OF THE CONSTRUCTION PERIOD. B. PROTECT ADJACENT SURFACES FROM DRYWALL COMPOUND AND TEXTURE FINISHES AND PROMPTLY REMOVE FROM FLOORS AND OTHER ON -DRYWALL SURFACES. REPAIR SURFACES STAINED, MARRED, OR OTHERWISE DAMAGED DURING DRYWALL APPLICATION. C, REMOVE AND REPLACE PANELS THAT ARE WET, MOISTURE DAMAGED, AND MOLD DAMAGED. 1. INDICATIONS THAT PANELS ARE WET OR MOISTURE DAMAGED INCLUDE, BUT ARE NOT LIMITED TO, DISCOLORATION, SAGGING, OR IRREGULAR SHAPE. 2. INDICATIONS THAT PANELS ARE MOLD DAMAGED INCLUDE, BUT ARE NOT LIMITED TO, FUZZY OR SPLOTCHY SURFACE CONTAMINATION AND DISCOLORATION. SECTION 093013 - CERAMIC TILING 1.1 SUMMARY: SECTION INCLUDES CRITERIA PORCELAIN TILE. 1.2 ACTION ! SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT. B. SAMPLES: AS REQUESTED BY ARCHITECT, 1.3 INFORMATIONAL SUBMITTALS: INSTALLER QU'ALIF!CATON DATA AND CERTIFICATES. 1.4 PRODUCTS. GENERAL A. ANSI CERAMIC TILE STANDARD: PROVIDE STANDARD GRADE TILE THAT COMPLIES WITH ANSI A 137.1 FOR TYPES. COMPOSITIONS, AND OTHER CHARACTERISTICS INDICATED. B. .ANSI STANDARDS FOR TILE INSTALLATION MATERIALS: PROVIDE MATERIALS COMPLYING Will H ANSI A108.02, ANSI STANDARDS REFERENCED IN OTHER PART 2 ARTICLES, ANSI STANDARDS REFERENCED BY TCNA INSTALLATION METHODS SPECIFIED IN TILE INSTALLATION SCHEDULES, AND OTHER REQUIREMENTS SPECIFIED. 1.5 TILE PRODUCTS A. CERAMIC TILE: PORCELAIN TILE. 1, CERTIFICATION: TILE CERTIFIED BY THE PORCELAIN TILE CERTIFICATION AGENCY. 2. DYNAMIC COEFFICIENT OF FRICTION: NOT LESS THAN 0.42. 3. TILE PRODUCT, GLAZE, AND PATTERN: REFER TO FINISH SCHEDULE, FINISH PLANS, AND ELEVATIONS, 4, GROUT COLOR: REFER TO FINISH SCHEDULE. 1.6 SETTING MATERIALS A. PORTLAND CEMENT MORTAR (THICKSET) INSTALLATION MATERIALS: ANSI A108,02. B. MODIFIED DRY -SET MORTAR (THINSET): ANSI A118.4. C. FOR WALL APPLICATIONS, PROVIDE NON -SAGGING MORTAR. 17 GROUT MATERIALS A. SAND-PORTLAND CEMENT GROUT: ANSI A108.10, CONSISTING OF WHITE OR GRAY CEMENT AND WHITE OR COLORED AGGREGATE AS REQUIRED TO PRODUCE COLOR INDICATED. 2.5 MISCELLANEOUS MATERIALS A. TROWELABLE UNDERLAYMENTS AND PATCHING COMPOUNDS: LATEX -MODIFIED, PORTLAND CEMENT -BASED FORMULATION PROVIDED OR APPROVED BY MANUFACTURER OF TILE -SETTING MATERIALS FOR INSTALLATIONS INDICATED. B. METAL EDGE STRIPS: ANGLE OR L-SHAPE, HEIGHT TO MATCH TILE AND SETTING -BED THICKNESS, METALLIC OR COMBINATION OF METAL AND PVC OR NEOPRENE BASE, DESIGNED SPECIFICALLY FOR FLOORING APPLICATIONS; NICKEL SILVER OR STAINLESS -STEEL, ASTM A 666,300 SERIES EXPOSED -EDGE MATERIAL. 2.6 EXAMINATION A. EXAMINE SUBSTRATES, AREAS, AND CONDITIONS WHERE TILE WILL BE INSTALLED, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF THE WORK. B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 2.7 PREPARATION A. FILL CRACKS, HOLES, AND DEPRESSIONS IN CONCRETE SUBSTRATES FOR TILE FLOORS INSTALLED WITH THINSET MORTAR WITH TROWELABLE LEVELING AND PATCHING COMPOUND SPECIFICALLY RECOMMENDED BY TILE -SETTING MATERIAL MANUFACTURER,, 2.8 CERAMIC TILE INSTALLATION A. COMPLY WITH TCNA'S 'HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION" FOR TCNA INSTALLATION METHODS SPECIFiED IN TILE INSTALLATION SCHEDULES. COMPLY WITH PARTS OF THE ANSI A108 SERIES "SPECIFICATIONS FOR INSTALLATION OF CERAMIC TILE" THAT ARE REFERENCED IN TCNA INSTALLATION METHODS, SPECIFIED IN TILE INSTALLATION SCHEDULES. AND APPLY TO TYPES OF SETTING AND GROUTING MATERIALS USED. B. EXTEND TILE WORK INTO RECESSES AND UNDER OR BEHIND EQUIPMENT AND FIXTURES TO FORM COMPLETE COVERING WITHOUT INTERRUPTIONS UNLESS OTHERWISE INDICATED. TERMINATE'WORK NEATLY AT OBSTRUCTIONS, EDGES. AND CORNERS WITHOUT DISRUPTING PATTERN OR JOINT ALIGNiNENTS. C. ACCURATELY FORM INTERSECT'ONS AND RETURNS. PERFORM CUTTING AND DRILLING OF TILE WITHOUT MARRING VISIBLE SURFACES. CAREFULLY GRIND CUT EDGES OF TILE ABUTTING TRIM, FINISH, OR BUILT-!N ITEMS FOR STRAIGHT ALIGNED JOINTS. FIT TILE CLOSELY TO ELECTRICAL OUTLETS, PIPING, FIXTURES, AND OTHER PENETRATIONS SO PLATES, COLLARS, OR COVERS OVERLAP TILE. D. PROVIDE MANUFACTURER'S STANDARD TRIM SHAPES WHERE NECESSARY TO ELIMINATE EXPOSED TILE EDGES. E. JOINTING PATTERN: LAY TILE IN GRID PATTERN UNLESS OTHERWISE INDICATED, LAYOUT TILE WORK AND CENTER TILE FIELDS IN BOTH DIRECTIONS IN EACH SPACE OR ON EACH WALL AREA. LAY OUT TILE WORK TO MINIMIZE THE USE OF PIECES THAT ARE LESS THAN HALF OF A TILE. PROVIDE UNIFORM JOINT WIDTHS UNLESS OTHERWISE INDICATED. F. JOINT WIDTHS: UNLESS OTHERWISE INDICATED, INSTALL TILE WITH THE FOLLOWING JOINT WIDTHS: G. LAYOUT TILE WAINSCOTS TO DIMENSIONS INDICATED OR TO NEXT FULL TILE BEYOND DIMENSIONS INDICATED. H. METAL EDGE STRIPS: INSTALL. WHERE INDICATED AT EXPOSED EDGE OF WALL OR FLOOR TILE. SECTION 095123 - ACOUSTICAL TILE CEILINGS 11 SUMMARY: THIS SECTION INCLUDES ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS FOR CEILINGS, WIRE HANGERS, FASTENERS, MAIN RUNNERS, CROSS TEES AND WALL ANGLE MOLDINGS, 1.2 ACTION SUBMITTALS: ALL REFER TO THE REQUIRED SUBMITTAL LOG IN SECTION 013300 - SUBMITTAL PROCEDURES. 1.3 PROJECT CONDITIONS: ENVIRONMENTAL LIMITATIONS: DO NOT INSTALL ACOUSTICAL PANEL CEILINGS UNTIL SPACES ARE ENCLOSED AND WEATHERPROOF, WET WORK IN SPACES IS COMPLETE AND DRY, WORK ABOVE CEILINGS IS COMPLETE, AND AMBIENT TEMPERATURE AND HUMIDITY CONDITIONS ARE MAINTAINED AT THE LEVELS INDICATED FOR PROJECT WHEN OCCUPIED FOR ITS INTENDED USE. 1.4 MAINTENANCE A. EXTRA MATERIALS: DELIVER EXTRA MATERIALS TO OWNER. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED. PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH APPROPRIATE LABELS 1. ACOUSTICAL CEILING UNITS: FURNISH QUALITY OF FULL-SIZE UNITS EQUAL TO 3.0 PERCENT OF AMOUNT INSTALLED. 2. EXPOSED SUSPENSION SYSTEM COMPONENTS: FURNISH QUANTITY OF EACH EXPOSED SUSPENSION COMPONENT EQUAL TO 1.0 PERCENT OF AMOUNT INSTALLED. 1.5 WARRANTY A. ACOUSTICAL PANEL: SUBMIT A WRITTEN WARRANTY EXECUTED BY THE MANUFACTURER, AGREEING TO REPAIR OR REPLACE ACOUSTICAL PANELS THAT FAIL WITHIN THE WARRANTY PERIOD. FAILURES INCLUDE, BUT ARE NOT LIMITED TO: 1. ACOUSTICAL PANELS: SAGGING AND WARPING. 2. GRID SYSTEM: RUSTING AND MANUFACTURER'S DEFECTS B. WARRANTY PERIOD: 1. ACOUSTICAL PANELS: ONE (1) YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 2. SUSPENSION SYSTEM: TEN (10) YEARS FROM DATE OF SUBSTANTIAL COMPLETION. C. THE WARRANTY SHALL NOT DEPRIVE THE OWNER OF OTHER RIGHTS THE OWNER MAY HAVE UNDER OTHER PROVISIONS OF THE CONTRACT DOCUMENTS AND WILL BE IN ADDITION TO AND RUN CONCURRENT WITH OTHER WARRANTIES MADE BY THE CONTRACTOR UNDER THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 1.6 PERFORMANCE REQUIREMENTS A. SEISMIC PERFORMANCE: ACOUSTICAL CEILING SHALL WITHSTAND THE EFFECTS OF EARTHQUAKE MOTIONS DETERMINED ACCORDING TO ASCE/SEi 7 AND IBC SEISMIC REQUIREMENTS, LATEST EDITIONS. B, SURFACE -BURNING CHARACTERISTICS: COMPLY WITH ASTM E 84; TESTING BY A QUALIFIED TESTING AGENCY. IDENTIFY PRODUCTS WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AGENCY, 1. FLAME -SPREAD INDEX: COMPLY WITH ASTM E 1264 FOR CLASS A MATERIALS; 25 OR LESS. 2. SMOKE -DEVELOPED INDEX: 50 OR LESS 1.7 MINERAL -BASE ACOUSTICAL PANELS: A. ACOUSTICAL PANEL STANDARD PROVIDE MANUFACTURER'S STANDARD PANELS OF CONFIGURAT ION INDICATED THAT COMPLY WITH ASTM E 1264 CLASSIFICATIONS AS DESIGNATED BY TYPES, PATTERNS, ACOUSTICAL RATINGS, AND LIGHT REFLECTANCE, UNLESS OTHERVI INDICATED. 1. MOUNTING METHOD FOR MEASURING NRC: TYPE E-400: PLENUM MOUNTING IN WHICH FACE OF TEST SPECIMEN IS 15-3/4 INCHES AWAY FROM TEST SURFACE PER ASTM E 795. B. MANUFACTURER: ARMSTRONG WORLD INDUSTRIES, INC. 1. PRODUCT: REFER TO FINISH SCHEDULE ON DRAWINGS. 2. SIZE: REFER TO REFLECTED CEILING PLAN, 3, TYPE AND FORM: TYPE III, MINERAL FIBER, WET FORMED. 4. PATTERN: CD. 1.8 METAL SUSPENSION SYSTEM A. METAL SUSPENSION SYSTEM STANDARD: PROVIDE MANUFACTURER'S STANDARD DIRECT -HUNG METAL SUSPENSION SYSTEMS OF TYPES, STRUCTURAL CLASSIFICATIONS, AND FINISHES INDICATED THAT COMPLY WITH APPLICABLE REQUIREMENTS IN ASTM C 635. B. MANUFACTURER: ARMSTRONG WORLD INDUSTRIES, INC. 1. PRODUCT: REFER TO FINISH SCHEDULE; C, WIDE -FACE, CAPPED, DOUBLE -WEB, HOT -DIP GALVANIZED -STEEL SUSPENSION SYSTEM: MAIN AND CROSS RUNNERS ROLL FORMED FROM COLD -ROLLED STEEL SHEET HOT -DIP GALVANIZED ACCORDING TO ASTM A 653/A 653M, WITH PREFINISHED 15/16-INCH- WIDE METAL CAPS ON FLANGES. 1. STRUCTURAL CLASSIFICATION: HEAVY-DUTY SYSTEM. 2. FACE DESIGN: FLUSH FACE. 3. CAP FINISH: PAINTED WHITE. D. WIRE HANGERS, BRACES, AND TIES: PROVIDE WIRES COMPLYING WITH THE FOLLOWING REQUIREMENTS: 1. ZINC -COATED CARBON -STEEL WIRE: ASTM A 641/A 641 M, CLASS 1 ZINC COATING, SOFT TEMPER. 2. NICKEL -COPPER -ALLOY WIRE: ASTM B 164, NICKEL -COPPER -ALLOY UNS NO. N04400. 3, SIZE: SELECT WIRE DIAMETER SO ITS STRESS AT THREE TIMES HANGER DESIGN LOAD (ASTM C 635, TABLE 1, "DIRECT HUNG") WILL BE LESS THAN YIELD STRESS OF WIRE, BUT PROVIDE NOT LESS THAN 0.106-INCH- DIAMETER WIRE. E. HANGER RODS: MILD STEEL, ZINC COATED OR PROTECTED WITH RUST -INHIBITIVE PAINT. F. SEISMIC STRUTS: MANUFACTURER'S STANDARD COMPRESSION STRUTS DESIGNED TO ACCOMMODATE SEISMIC FORCES IN ALL PROJECTS LOCATED WITHIN SEISMIC CATEGORIES C, D, E AND F AS DEFINED BY IBC, OR AS REQUIRED BY AUTHORITY HAVING JURISDICTION. G. SEISMIC CLIPS: MANUFACTURER'S STANDARD SEISMIC CLIPS DESIGNED AND SPACED TO SECURE ACOUSTICAL PANELS IN -PLACE IN ALL PROJECTS LOCATED WITHIN SEISMIC CATEGORIES C, D, E AND F AS DEFINED BY IBC, OR AS REQUIRED BY AUTHORITY HAVING JURISDICTION. H. INCLUDE ALL OTHER REQUIRED ACCESSORIES, INCLUDING BUT NOT LIMITED TO: 1. CROSS TEES, RETAINING CLIPS, STABILIZER BARS, SEISMIC JOINT CLIPS, EXPANSION SLEEVES 1. ROLL -FORMED SHEET -METAL EDGE MOLDINGS AND TRIM: PROVIDE PERIMETER TRIM, DESIGNED TO FIT ACOUSTICAL PANEL EDGE DETAILS AND SUSPENSION SYSTEMS INDICATED AND COMPLYING WITH SEISMIC REQUIREMENTS; FORMED FROM SHEET METAL OF SAME MATERIAL, FINISH, AND COLOR AS THAT USED FOR EXPOSED FLANGES OF SUSPENSION SYSTEM RUNNERS. 1.9 EXAMINATION A. EXAMINE SUBSTRATES, AREAS, AND CONDITIONS, INCLUDING STRUCTURAL FRAMING TO WHICH ACOUSTICAL PANEL CEILINGS ATTACH OR ABUT, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS SPECIFIED IN THIS AND OTHER SECTIONS THAT AFFECT CEILING INSTALLATION AND ANCHORAGE AND WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF ACOUSTICAL PANEL CEILINGS. B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 1.10 PREPARATION A. MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL PANELS TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING. AVOID USING LESS -THAN -HALF -WIDTH PANELS AT BORDERS, AND COMPLY WITH LAYOUT SHOWN ON REFLECTED CEILING PLANS. B. COORDINATION: FURNISH LAYOUTS FOR PRESET INSERTS, CLIPS, AND OTHER CEILING ANCHORS WHOSE INSTALLATION IS SPECIFIED IN OTHER SECTIONS. 1.11 INSTALLATION, GENERAL A. GENERAL: INSTALL ACOUSTICAL PANEL CEILINGS TO COMPLY WITH ASTM C 636/C 636M AND SEISMIC DESIGN REQUIREMENTS INDICATED (WHERE REQUIRED), PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND THE FOLLOWING: 1. STANDARDS FOR CEILING SUSPENSION SYSTEMS REQUIRING SEISMIC RESTRAINT: a. CISCA'S "GUIDELINES FOR SEISMIC RESTRAINT OF DIRECT -HUNG SUSPENDED CEILING ASSEMBLIES -SEISMIC ZONES 3 & 4." b. IBC, CURRENT EDITION AND APPLICABLE REQUIREMENTS OF ASCE 7, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" B. SUSPEND CEILING HANGERS FROM BUILDING'S STRUCTURAL MEMBERS AND AS FOLLOWS: 1. INSTALL HANGERS PLUMB AND FREE FROM CONTACT WITH INSULATION OR OTHER OBJECTS WITHIN CEILING PLENUM THAT ARE NOT PART OF SUPPORTING STRUCTURE OR OF CEILING SUSPENSION SYSTEM, 2. SPLAY HANGERS ONLY WHERE REQUIRED TO MISS OBSTRUCTIONS; OFFSET RESULTING HORIZONTAL FORCES BY BRACING, COUNTERSPLAYING, OR OTHER EQUALLY EFFECTIVE MEANS. 3. WHERE WIDTH OF DUCTS AND OTHER CONSTRUCTION WITHIN CEILING PLENUM PRODUCES HANGER SPACINGS THAT INTERFERE WITH LOCATION OF HANGERS AT SPACINGS REQUIRED TO SUPPORT STANDARD SUSPENSION SYSTEM MEMBERS, INSTALL SUPPLEMENTAL SUSPENSION MEMBERS AND HANGERS IN FORM OF TRAPEZES OR EQUIVALENT DEVICES. SIZE SUPPLEMENTAL SUSPENSION MEMBERS AND HANGERS TO SUPPORT CEILING LOADS WITHIN PERFORMANCE LIMITS ESTABLISHED BY REFERENCED STANDARDS AND PUBLICATIONS. 4. SECURE WIRE HANGERS TO CEILING SUSPENSION MEMBERS AND TO SUPPORTS ABOVE WITH A MINIMUM OF THREE TIGHT TURNS. CONNECT HANGERS DIRECTLY EITHER TO STRUCTURES OR TO INSERTS, EYE SCREWS, OR OTHER DEVICES THAT ARE SECURE AND APPROPRIATE FOR SUBSTRATE AND THAT WILL NOT DETERIORATE OR OTHERWISE FAIL DUE TO AGE, CORROSION, OR ELEVATED TEMPERATURES. 5. SECURE FLAT, ANGLE, CHANNEL, AND ROD HANGERS TO STRUCTURE, INCLUDING INTERMEDIATE FRAMING MEMBERS, BY ATTACHING TO INSERTS, EYE SCREWS, OR OTHER DEVICES THAT ARE SECURE AND APPROPRIATE FOR BOTH STRUCTURE TO WHICH HANGERS ARE ATTACHED AND TYPE OF HANGER INVOLVED. INSTALL HANGERS IN A MANNER THAT WILL NOT CAUSE THEM TO DETERIORATE OR FAIL DUE TO AGE, CORROSION, OR ELEVATED TEMPERATURES. 6. DO NOT SUPPORT CEILINGS DIRECTLY FROM PERMANENT METAL FORMS OR FLOOR DECK. FASTEN HANGERS TO CAST -IN - PLACE HANGER INSERTS, POST INSTALLED MECHANICAL OR ADHESIVE ANCHORS, OR POWER -ACTUATED FASTENERS THAT EXTEND THROUGH FORMS INTO CONCRETE. 7. DO NOT ATTACH HANGERS TO STEEL ROOF DECK. ATTACH HANGERS TO STRUCTURAL MEMBERS. 8. SPACE HANGERS NOT MORE THAN 48 INCHES O.C. ALONG EACH MEMBER SUPPORTED DIRECTLY FROM HANGERS, UNLESS OTHERWISE INDICATED; PROVIDE HANGERS NOT MORE THAN 8 INCHES FROM ENDS OF EACH MEMBER. C. SECURE BRACING WIRES TO CEILING SUSPENSION MEMBERS AND TO SUPPORTS WITH A MINIMUM OF FOUR TIGHT TURNS. SUSPEND BRACING FROM BUILDING'S STRUCTURAL MEMBERS AS REQUIRED FOR HANGERS, WITHOUT ATTACHING TO PERMANENT METAL FORMS, STEEL DECK, OR STEEL DECK TABS. FASTEN BRACING WIRES INTO CONCRETE WITH CAST -IN - PLACE OR POST INSTALLED ANCHORS, D. INSTALL EDGE MOLDINGS AND TRIM OF TYPE INDICATED AT PERIMETER OF ACOUSTICAL CEILING AREA AND WHERE NECESSARY TO CONCEAL EDGES OF ACOUSTICAL PANELS. 1. AT KITCHEN DRY STORAGE AND ALL RESTROOMS, APPLY ACOUSTICAL SEALANT IN A CONTINUOUS RIBBON CONCEALED ON BACK OF VERTICAL LEGS OF MOLDINGS BEFORE THEY ARE INSTALLED. CAULK GRID TO WALL AT THESE LOCATIONS. 2. SCREW ATTACH MOLDINGS TO SUBSTRATE AT INTERVALS NOT MORE THAN 16 INCHES O.C. AND NOT MORE THAN 3 INCHES FROM ENDS, LEVELING WITH CEILING SUSPENSION SYSTEM TO A TOLERANCE OF 1/8 INCH IN 12 FEET. MITER CORNERS ACCURATELY AND CONNECT SECURELY. 3. DO NOT USE EXPOSED FASTENERS, INCLUDING POP RIVETS, ON MOLDINGS AND TRIM. E. INSTALL SUSPENSION SYSTEM RUNNERS SO THEY ARE SQUARE AND SECURELY INTERLOCKED WITH ONE ANOTHER. REMOVE AND REPLACE DENTED, BENT, OR KINKED MEMBERS. F. INSTALL ACOUSTICAL PANELS WITH UNDAMAGED EDGES AND FIT ACCURATELY INTO SUSPENSION SYSTEM RUNNERS AND EDGE MOLDINGS. SCRIBE AND CUT PANELS AT BORDERS AND PENETRATIONS TO PROVIDE A NEAT, PRECISE FIT. 1. PAINT CUT EDGES OF PANEL REMAINING EXPOSED AFTER INSTALLATION; MATCH COLOR OF EXPOSED PANEL SURFACES USING COATING RECOMMENDED IN WRITING FOR THIS PURPOSE BY ACOUSTICAL PANEL MANUFACTURER. G. INSTALL CEILING ACOUSTICAL PANELS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 1. INSTALL SUSPENSION SYSTEM AND PANELS IN COMPLIANCE WITH ASTM C 636 AND WITH THE AUTHORITIES HAVING JURISDICTION, AND IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS. 2. INSTALL PANELS WITH THE DIRECTIONAL ARROW IN THE SAME DIRECTION TO PROVIDE INSTALLATION CONSISTENCY, UNIFORM VISUAL AND PROPER PANEL ALIGNMENT, USING 2 INSTALLERS FOR PANELS OVER 72 INCHES IN LENGTH. SECTION 095123 - ACOUSTICAL TILE CEILINGS (CONTINUED) 1.12 CLEANING AND ADJUSTING A. REPLACE DAMAGED AND BROKEN PANELS. B. CLEAN EXPOSED SURFACES OF ACOUSTICAL PANEL CEILINGS, INCLUDING TRIM, EDGE MOLDINGS, AND SUSPENSION SYSTEM MEMBERS. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CLEANING AND TOUCHUP OF MINOR FINISH DAMAGE. REMOVE AND REPLACE CEILING COMPONENTS THAT CANNOT BE SUCCESSFULLY CLEANED AND REPAIRED TO PERMANENTLY ELIMINATE EVIDENCE OF DAMAGE. SECTION 096513 - RESILIENT BASE AND ACCESSORIES 1.1 SUMMARY A. SECTION INCLUDES: RESILIENT BASE AND RESILIENT MOLDING ACCESSORIES, 1.2 ACTION SUBMITTALS: REFER TO THE REQUIRED SUBMITTAL LOG IN SECTION 013300 - SUBMITTAL PROCEDURES. 1.3 QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS: INSTALLER EXPERIENCED IN PERFORMING WORK OF THIS SECTION WITH A MINIMUM OF 3 YEARS DOCUMENTED EXPERIENCE. B, OBTAIN RESILIENT WALL BASE AND MANUFACTURER'S RECOMMENDED ADHESIVE FROM A SINGLE SUPPLIER. 1.4 DELIVERY, STORAGE AND HANDLING A. ORDER MATERIALS IN A TIMELY MANNER, TO AVOID LEAD-TIME CONFLICTS WITH PROJECT SCHEDULE. B. DELIVER MATERIALS IN MANUFACTURER'S ORIGINAL, UNOPENED, UNDAMAGED CONTAINERS WITH IDENTIFICATION LABELS INTACT. C. STORE MATERIALS PROTECTED FROM EXPOSURE TO HARMFUL WEATHER CONDITIONS AND ACCLIMATE TO SITE CONDITIONS AT TEMPERATURE AND HUMIDITY CONDITIONS RECOMMENDED BY THE MANUFACTURER, 1.5 ENVIRONMENTAL CONDITIONS A. ENVIRONMENTAL REQUIREMENTS/CONDITIONS: IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AREAS TO RECEIVE RESILIENT WALL BASE SHALL BE CLEAN, FULLY ENCLOSED, WEATHER TIGHT WITH PERMANENT HVAC SET AT A UNIFORM TEMPERATURE OF 65-85 DEGREES F FOR 48 HOURS PRIOR TO, DURING AND THEREAFTER INSTALLATION OF RESILIENT WALL BASE. RESILIENT WALL BASE AND ADHESIVE SHALL BE CONDITIONED IN THE SAME MANNER. RESILIENT WALL BASE MUST BE UNBOXED AND ACCLIMATED IN THE AREA OF USE AT LEAST 48 HOURS PRIOR TO INSTALLATION, MINIMUM TEMPERATURE SHALL BE 65 DEGREES AFTER INSTALLATION. B. INSTALL RESILIENT WALL BASE AFTER FINISHING OPERATIONS, INCLUDING FLOOR COVERING, PAINTING AND CEILING OPERATIONS HAVE BEEN COMPLETED. 1.6 WARRANTY A. MANUFACTURER'S STANDARD WARRANTY SHALL !NCLUDE THE FOLLOWING: 1. WARRANTY PERIOD: 2 YEAR COMMENCING ON THE DATE OF SUBSTANTIAL COMPLETION. 2. LIMITED WEAR WARRANTY: 3 YEARS. 1.7 MANUFACTURER: A. SHAW CONTRACT GROUP. 1.8 RUBBER BASE (B-01) A. PRODUCT STANDARD: ASTM F 1861, TYPE TV (RUBBER, VULCANIZED THERMOSET), GROUP I (SOLID, HOMOGENEOUS B. PRODUCT: REFER TO FINISH SCHEDULE ON DRAWINGS. 1.9 TRANSITION ACCESSORIES A. PRODUCTS: REFER TO FINISH SCHEDULE ON DRAWINGS. B. TYPE: TP (RUBBER, ALUMINUM) C. LENGTHS: MANUFACTURERS STANDARD LENGTH. D. LOCATIONS: PROVIDE RUBBER MOLDING ACCESSORIES IN AREAS INDICATED ON DRAWINGS. E. COLORS: MATCH WALL BASE. 1.10 INSTALLATION MATERIALS A. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX -MODIFIED, PORTLAND CEMENT BASED OR BLENDED HYDRAULIC -CEMENT -BASED FORMULATION PROVIDED OR APPROVED BY RESILIENT -PRODUCT MANUFACTURER FOR APPLICATIONS INDICATED. B. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY RESILIENT -PRODUCT MANUFACTURER FOR RESILIENT PRODUCTS AND SUBSTRATE CONDITIONS INDICATED. 1. ADHESIVES SHALL HAVE A VOC CONTENT OF 50 G/L OR LESS. 2. ADHESIVE SHALL COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS." 1.11 PREPARATION A. PREPARE SUBSTRATES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS TO ENSURE ADHESION OF RESILIENT PRODUCTS. B. FILL CRACKS, HOLES, AND DEPRESSIONS IN SUBSTRATES WITH TROWELABLE LEVELING AND PATCHING COMPOUND; REMOVE BUMPS AND RIDGES TO PRODUCE A UNIFORM AND SMOOTH SUBSTRATE. C. DO NOT INSTALL RESILIENT PRODUCTS UNTIL THEY ARE THE SAME TEMPERATURE AS THE SPACE WHERE THEY ARE TO BE INSTALLED. D. IMMEDIATELY BEFORE INSTALLATION, SWEEP AND VACUUM CLEAN SUBSTRATES TO BE COVERED BY RESILIENT PRODUCTS. 1.12 RESILIENT BASE INSTALLATION A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT BASE, B. APPLY RESILIENT BASE TO WALLS, COLUMNS, 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 PRACTICAL 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. F. ON MASONRY SURFACES OR OTHER SIMILAR IRREGULAR SUBSTRATES, FILL VOIDS ALONG TOP EDGE OF RESILIENT BASE WITH MANUFACTURER'S RECOMMENDED ADHESIVE FILLER MATERIAL. G. PREFORMED CORNERS: INSTALL PREFORMED CORNERS BEFORE INSTALLING STRAIGHT PIECES. H. JOB -FORMED CORNERS: 1. INSIDE CORNERS: USE STRAIGHT PIECES OF MAXIMUM LENGTHS POSSIBLE AND FORM WITH RETURNS NOT LESS THAN 6 INCHES IN LENGTH. a. MITER OR COPE CORNERS TO MINIMIZE OPEN JOINTS. 1.13 RESILIENT ACCESSORY INSTALLATION: COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT ACCESSORIES. 1.14 CLEANING AND PROTECTION: COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CLEANING AND PROTECTING RESILIENT PRODUCTS. SECTION 096516 - RESILIENT SHEET FLOORING 1.1 SUMMARY: SECTION INCLUDES VINYL SHEET FLOORING. 1.2 REFERENCES A. ASTM INTERNATIONAL: 1. ASTM F710-11, 'STANDARD PRACTICE FOR PREPARING CONCRETE FLOORS TO RECEIVE RESILIENT FLOORING'. 2. ASTM F2170-11, 'STANDARD TEST METHOD FOR DETERMINING RELATIVE HUMIDITY IN CONCRETE FLOOR SLABS USING IN SITU PROBES'. B. INTERNATIONAL CONCRETE REPAIR INSTITUTE (ICRI): 1. ICRI GUIDELINE 03732 - SELECTING AND SPECIFYING CONCRETE SURFACE PREPARATION FOR SEALERS, COATINGS, AND POLYMER OVERLAYS. 1.3 ACTION SUBMITTALS: REFER TO THE REQUIRED SUBMITTAL LOG IN SECTION 013300 - SUBMITTAL PROCEDURES 1.4 CLOSEOUT SUBMITTALS A. MAINTENANCE DATA. B. CONCRETE SLAB MOISTURE AND PH TEST REPORT WHICH INCLUDES THE FOLLOWING 1. EXECUTIVE SUMMARY. 2. CERTIFIED MOISTURE AND ALKALINITY (PH) TEST REPORT. 3. PROJECT FLOOR PLAN WITH TEST POINTS INDICATED. 4. SITE PHOTOGRAPHS 1.5 QUALITY ASSURANCE A. PRE -INSTALLATION REQUIREMENTS: 1. CONDUCT AN ON -SITE PRE -INSTALLATION MEETING TO VERIFY PROJECT REQUIREMENTS, SUBSTRATE CONDITIONS, MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MANUFACTURER'S WARRANTY REQUIREMENTS. B. CONCRETE SLAB MOISTURE AND PH TESTING: 1. CONCRETE SLAB MOISTURE AND PH (ALKALINITY) TESTING WILL BE CONDUCTED BY OWNER'S MOISTURE TESTING AGENCY PAID FOR BY THE GENERAL CONTRACTOR. a. REFER TO OWNERS NATIONAL VENDOR SCHEDULE. b. NO SUBSTITUTIONS OR ALTERNATE TESTING COMPANY IS PERMITTED. C. PROVIDE RESILIENT SHEET FLOORING AND ACCESSORIES FROM A SINGLE MANUFACTURER, INCLUDING RECOMMENDED PRIMERS, ADHESIVES, SEALANTS, AND LEVELING COMPOUNDS. D. USE ONLY PORTLAND BASED PATCHING AND LEVELING COMPOUNDS. DO NOT INSTALL RESILIENT FLOORING OVER GYPSUM BASED PATCHING AND/OR LEVELING COMPOUNDS, E. INSTALLATION EXPERIENCE -INSTALLER MUST HAVE A MINIMUM OF 5 YEARSEXPERIENCE WITH HEAT WELDING AND FLASH COVE IN HEALTH CARE SETTINGS. 1.6 DELIVERY, STORAGE AND HANDLING A. DELIVER MATERIALS TO PROJECT SITE IN MANUFACTURER'S ORIGINAL, UNOPENED CONTAINERS WITH LABELS INDICATING BRAND NAMES, COLORS AND PATTERNS, AND QUALITY DESIGNATIONS LEGIBLE AND INTACT. B. STORE AND PROTECT MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, ROLLS SHOULD BE STORED VERTICALLY. SECTION 096516 - RESILIENT SHEET FLOORING (CONTINUED) 1.7 PROJECT CONDITIONS A. MOISTURE TESTING: 1. TESTING CONDITIONS INSIDE BUILDING SHALL BE BROUGHT TO SAME AMBIENT TEMPERATURE AND RELATIVE HUMIDITY LEVELS AS TO BE EXPECTED DURING NORMAL OCCUPANCY OF BUILDING (SERVICE CONDITIONS). SERVICE CONDITIONS INCLUDE NORMAL LEVELS OF HUMIDITY, LIGHTING, HEATING, AND AIR CONDITIONING: a. IF SERVICE CONDITIONS ARE NOT POSSIBLE, TEST CONDITIONS SHALL BE 75 t 1-17 (23.9 s 5.5°C) AND 50 t 1Uhu RELATIVE HUMIDITY. b. MAINTAIN THESE CONDITIONS FORTY EIGHT (48) HOURS PRIOR TO, AND DURING TESTING. OTHERWISE, RESULTS MAY NOT ACCURATELY REFLECT AMOUNT OF MOISTURE PRESENT IN CONCRETE SLAB DURING NORMAL OPERATING CONDITIONS. IF TEST CONDITIONS REQUIREMENTS CANNOT BE SATISFIED AT THE TIME OF THE TESTING, THE TEST MUST POSTPONE l)NTIL SUCH TIME AS THE REQUIRED AMBIENT CONDITIONS CAN BE ESTABLISHED. 0. IN THE EVENT THAT A RETURN TRIP BY OWNER'S NATIONAL ACCOUNT VENDOR IS REQUIRED AS A RESULT OF CONTRACTORS FAILURE TO ACHIEVE THE SPECIFIED TEMPERATURE AND HUMIDITY CRITERIA, THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ALL ASSOCIATED COSTS WHICH SHALL BE BILLED ACCORDINGLY BY OWNER'S MOISTURE TESTING AGENCY TO THE CONTRACTOR. B. FLOORING INSTALLATION: 1. CONDITIONS MUST COMPLY WITH MANUFACTURERS WRITTEN INSTRUCTIONS. 1.8 SEQUENCING AND SCHEDULING: A. NOTIFY OWNER'S MOISTURE TESTING AGENCY NO LESS THAN 14 DAYS PRIOR TO COMMENCEMENT OF MOISTURE TESTING (MINIMUM 28-DAYS PRIOR TO THE INSTALLATION OF FLOOR COVERINGS). B. SCHEDULE MOISTURE TESTING TO COMMENCE NO LESS THAN 14 DAYS PRIOR. TO THE INSTALLATION OF FLOOR COVERINGS (INCLUDING SELF -LEVELING CONCRETE TOPPING) AND AS SPACE IS ENCLOSED AND ENVIRONMENTAL CONDITIONS ARE ACHIEVED - PER SECTION 1.7 PROJECT CONDITIONS. C. OWNER'S MOISTURE TESTING AGENCY WILL REQUIRE NO MORE THAN 7 BUSINESS DAYS FOR TESTING ON SITE AND ISSUING A CERTIFIED MOISTURE TEST REPORT. D. VAPOR CONTROL MITIGATION SYSTEM, CONTINGENT UPON MOISTURE CON D!TICNG REPORTED. TO BE PLACED 12 - 24 HOURS PRIOR TO FLOORING. 1.9 WARRANTY A. I MANUFACTURER'S STANDARD WARRANTY SHALL INCLUDE ?-HE FOLLO'✓dING: 1. I WARRANTY PERIOD: 2 YEAR COMMENCING ON THE DATE OF SUBSTANTIAL COMPLETION 2. LIMITED WEAR WARRANTY: 3 YEARS. 1.10 PERFORMANCE REQUIREMENTS A. FIRE -TEST -RESPONSE CHARACTERISTICS FOR RESILIENT SHEET FLOORING, AS DETERMINED BY TESTING IDENTICAL PRODUCTS ACCORDING TO ASTM E 648 OR NFPA 253 BY A QUALIFIED TESTING AGENCY. 1. CRITICAL RADIANT FLUX CLASSIFICATION: CLASS I, NOT LESS THAN 0.45 W/SQ. CM. B. FLOORSCORE COMPLIANCE: RESILIENT TILE FLOORING SHALL COMPLY WITH REQUIREMENTS OF FLOORSCORE CERTIFICATION FOR LOW VOC. 1.11 VINYL SHEET FLOORING WITH BACKING A. PRODUCT: REFER TO FINISH SCHEDULE ON DRAWINGS. B. SEAMLESS -INSTALLATION METHOD: HEAT WELDED C. INSTALLATION: GLUE -DOWN, FULL BED. 1. MANUFACTURERS RECOMMENDED ADHESIVE. 1.12 INSTALLATION MATERIALS A. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX -MODIFIED, PORTLAND CEMENT BASED OR BLENDED HYDRAULIC -CEMENT -BASED FORMULATION PROVIDED OR APPROVED BY RESILIENT SHEET FLOORING MANUFACTURER FOR APPLICATIONS INDICATED. B. CONCRETE SLAB PRIMER: NON -STAINING TYPE AS RECOMMENDED BY FLOORING MANUFACTURER. C. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY FLOORING AND ADHESIVE MANUFACTURERS FC, SKIT RESILIENT SHEET FLOORING AND SUBSTRATE CONDITIONS INDICATED. D. SUBSTRATE MOISTURE MITIGATION: 1. VERIFY REQUIREMENTS FOR MOISTURE MITIGATION BASED ON THIRD PARTY SLAB MOISTURE TESTING RESULTS. 2, SELECTED SUBSTRATE MOISTURE MITIGATION SYSTEM MUST BE APPROVED BY FLOORING MANUFACTURER AND SHALL NOT IMPACT PRODUCT WARRANTIES. 3. SUBMIT SELECTED MOISTURE MITIGATION SYSTEM TO ARCHITECT AND OWNER PM FOR REVIEW AND APPROVAL. 4. SHOULD A MOISTURE MITIGATING ADMIXTURE BE USED DURING THE POURING OF NEW CONCRETE SLABS, MOISTURE TESTING AND/OR MITIGATION IS NOT APPLICABLE. VERIFY WITH ARCHITECT AND OWNER PM. E. SEAMLESS -INSTALLATION ACCESSORIES: 1, HEAT -WELDING BEAD: MANUFACTURER'S SOLID -STRAND PRODUCT FOR HEAT WELDING SEAMS. a. COLOR: MATCH FLOORING. 2. TERMINATING REDUCERS: MANUFACTURER'S STANDARD; COLOR AS SELECTED BY ARCHITECT FROM FULL RANGE OF COLORS. 1.13 PREPARATION A. GENERAL: PREPARE SUBSTRATES ACCORDING TO RESILIENT SHEET FLOORING MANUFACTURER'S WRITTEN INSTRUCTIONS TO ENSURE ADHESION OF RESILIENT SHEET FLOORING. B. CONCRETE SUBSTRATES: PREPARE ACCORDING TO ASTM F 710, 'STANDARD PRACTICE FOR PREPARING CONCRETE FLOORS TO RECEIVE RESILIENT FLOORING'. 1. VERIFY THAT SUBSTRATES ARE DRY AND FREE OF CURING COMPOUNDS, SEALERS, AND HARDFNERS. 2. REMOVE SUBSTRATE COATINGS AND OTHER SUBSTANCES THAT ARE INCOMPA T ISi..E WITH ADHESIVES AND T r1AT t;ONTA!N SOAP, WAX, OIL, OR SILICONE, USING MECHANICAL METHODS RECOMMENDED BY RESILIENT SHEET FLOORING MANUFACTURER. DO NOT USE SOLVENTS. 3. FILL CRACKS, HOLES, AND DEPRESSIONS IN SUBSTRATES WITH TROWELABLE LEVELING AND PATCHIN IG COMPOUND; REMOVE BUMPS AND RIDGES TO PRODUCE A UNIFORM AND SMOOTH SUBSTRATE 4. IMMEDIATELY BEFORE INSTALLATION, SWEEP AND VACUUM CLEAN SUBSTRATES TO BE COVERED BY RESILIENT SHEET FLOORING. 1,14 CONCRETE SLAB MOISTURE AND PH TESTING A. PROVIDE ACCESS FOR AND COOPERATE WITH OWNER'S MOISTURE TESTING AGENCY. B. PERFORM RELATIVE HUMIDITY TEST USING IN SITU PROBES ACCORDING TO ASTNI F 2170, STANDARD TEST METHOD FOR DETERMINING RELATIVE HUMIDITY IN CONCRETE FLOOR SLABS USING IN SITU PROBES. 1. THREE (3) TESTS ARE REQUIRED FOR THE FIRST 1,000 SQUARE FEET, AND ONE (1) ADDITIONAL TEST FOR EACH 1,000 SQUARE FEET OR FRACTION THEREOF. C. PERFORM PH TESTING IN ACCORDANCE WITH ASTM F 710-11 'S T AND.ARD PRACTICE FOR PREPARING CCNCRE T E FLOORS TO RECEIVE RESILIENT FLOORING' AT THE SAME TIME AS MOISTURE TESTiNG 1.15 PRE -INSTALLATION TESTiNG BV CONTRACTOR A. BOND TEST: DETERMINE SUITABILITY OF CONCRETE SUBFLOOR FOR RECEIVING SPECIFIED FLOOR COVERING AND ADHESIVE WITH REGARD TO MOISTURE CONTENT AND CURING COMPOUNDS. USE BOND TEST RECOMMENDED BY FLOORING MANUFACTURER. 1.16 RESILIENT SHEET FLOORING INSTALLATION A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT SHEET FLOORING. B. UNROLL RESILIENT SHEET FLOORING AND ALLOW IT TO STABILIZE BEFORE CUTTING AND FITTING. C. LAYOUT RESILIENT SHEET FLOORING AS FOLLOWS: 1. MAINTAIN UNIFORMITY OF FLOORING DIRECTION. 2. MINIMIZE NUMBER OF SEAMS; PLACE SEAMS IN INCONSPICUOUS AND LOW -TRAFFIC AREAS, AT LEAST 6 iNCHEES AWAY FROM PARALLEL JOINTS IN FLOORING SUBSTRATES. 3. MATCH EDGES OF FLOORING FOR COLOR SHADING AT SEAMS, 4. AVOID CROSS SEAMS. D. SCRIBE AND CUT RESILIENT SHEET FLOORING TO BUTT NEATLY AND TIGHTLY TO VERTICAL SURFACES, PERMANENT FIXTURES, AND BUILT-IN FURNITURE INCLUDING CABINETS, PIPES, OUTLETS, AND DOOR FRAMES. E. EXTEND RESILIENT SHEET FLOORING INTO TOE SPACES, DOOR REVEALS, CLOSETS, AND SIMILAR OPENINGS. F. MAINTAIN REFERENCE MARKERS, HOLES, AND OPENINGS THAT ARE IN PLACE OR MARKED FOR FUTURE CUTTING BY REPEATING ON RESILIENT SHEET FLOORING AS MARKED ON SUBSTRATES, USE CHALK OR OTHER NONPER',AANENT MARKING DEVICE. G. INSTALL RESILIENT SHEET FLOORING ON COVERS FOR TELEPHONE AND ELECTRICAL DUCTS AND SIMILAR ITEMS IN INSTALLATION AREAS. MAINTAIN OVERALL CONTINUITY OF COLOR AND PATTERN BETWEEN PIECES OF FLOORING INSTALLED ON COVERS AND ADJOINING FLOORING. TIGHTLY ADHERE FLOORING EDGES TO SUBSTRATES THAT ABUT COVERS AND TO COVER PERIMETERS, H. ADHERE RESILIENT SHEET FLOORING TO SUBSTRATES USING A FULL SPREAD OF ADHESIVE APPLIED TO SUBSTRATE TO PRODUCE A COMPLETED INSTALLATION WITHOUT OPEN CRACKS, VOIDS, RAISING AND PUCKERING AT JOINTS, TELEGRAPHING OF ADHESIVE SPREADER MARKS, AND OTHER SURFACE IMPERFECTIONS. I. SEAMLESS INSTALLATION: 1. HEAT -WELDED SEAMS: COMPLY WITH ASTM F 1516. ROUT JOINTS AND HEAT WELD WITH WELDING BEAD TO PERMANENTLY FUSE SECTIONS INTO A SEAMLESS FLOORING. PREPARE, WELD, AND FINISH SEAMS TO PRODUCE SURFACES FLUSH VViTH ADJOINING FLOORING SURFACES. 2. CHEMICALLY BONDED SEAMS: BOND SEAMS WITH CHEMICAL -BONDING CO,%APOUND TOPER MANENTLY FUSE SECTION S INTO A SEAMLESS FLOORING. PREPARE SEAMS AND APPLY COMPOUND TO PR ;DUCE TIGHTLY FITTED SEAT& vVi !'!;:CUT GAPS, OVERLAYS, OR EXCESS BONDING COMPOUND ON FLOORING SURFACES. J. INTEGRAL -FLASH -COVE BASE: COVE RESILIENT SHEET FLOORING 4 INCHES UNLESS iNDiCAi ED'v'rHERVVISE Ur^ V_R I K, 1- SURFACES. SUPPORT FLOORING AT HORIZONTAL AND VERTICAL JUNCTION WITH COVE STRIP. BUTT AT TOP AGAINST -:AP STRIP. 1. INSTALL METAL CORNERS AT INSIDE AND OUTSIDE CORNERS. K. APPLY A 3 INCH BAND OF UNIVERSAL TWO PART EPDXY AT DRAINS, PENETRATIONS, OR OTHER AREAS THAT MAY BE SUSCEPTIBLE TO TOPICAL WATER INTRUSION. SAND BAG OR WEIGHT DOWN IF NEEDED UNTIL ADHESIVE IS CURED, L. INSTALLATION EXPERIENCE - INSTALLER MUST HAVE A MINIMUM OF 5 YEARS' EXUER!ENCE WITH HEAT WELDING AND FLASH COVE IN HEALTH CARE SETTINGS. 1.17 CLEANING AND PROTECTION A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CLEANING AND PROTECTING RESILIENT SHEET FLOORi Ju. B. COVER RESILIENT SHEET FLOORING UNTIL SUBSTANTIAL COMPLETION. design styles �_ . -.. �A I r I-,{; . lbu,z drive designstyiesorct4tecture.c.orn #AA0003393 All reproductmn & inteliactuai property rights reserved 2017 Project �_ - U -, 004a,� -= 9 dMG (FL) - 5935 **h �rG �-NErhi11S,% . , FL 33542 Prepared for DAVITA MEDCAL falROUP In Association With, HEES & ASSOCIATES, INC. CONTACT: KARL'HEES 1381 5TH S' SARA.SOTA,FL34236 PHONE: 941.955.455i1 GENESIS ENGINEER GROUP; LLC CONTACT: MIKE HANG'.+ 1000 N. ASHLEY DR. #960 TAMPA, FL PHONE: 813.523,6455 GENESIS ENGINEER CROUP, I- C CONTACT. MIKE HANIEY 1000 N. ASHLEY DR.. #900 I AM A FIL PHONE: 813.543.13456 No. Revision Description Date PERMIT AND BID SET 1 P 1211012018 No. Revision Description Date D!-xwn, By: ,VVJ Checkeu 8V: SRS Project Number: 18190 Sheet Title SPECIF1CIIU01N' Original drawing is 24 x 36 Do not sr.,aie contents of dra,Aing Sheet Number SP07 --I I I I- I I A I I - 1 I III I I 11.I 11 I I I __ 1 I I I Ii I I I I I I I II 1 I _ 11 I I I!1 5 R § -'j------_ SECTION 096519 - LUXURY VINYL TILE (LVT) FLOORING 1.1 SUMMARY: SECTION INCLUDES LUXURY VINYL TILE (LVT') FLOORING 1.2 REFERENCES A. ASTM INTERNATIONAL: 1. ASTM F710-11, 'STANDARD PRACTICE FOR PREPARING CONCRETE FLOORS TO RECEIVE RESILIENT FLOORING', 2. ASTM F2170-11,'STANDARD TEST METHOD FOR DETERMINING RELATIVE HUMIDITY IN CONCRETE FLOOR SLABS USING IN SITU PROBES'. B. INTERNATIONAL CONCRETE REPAIR INSTITUTE (ICRI): 1. ICRI GUIDELINE 03732 - SELECTING AND SPECIFYING CONCRETE SURFACE PREPARATION FOR SEALERS, COATINGS, AND POLYMER OVERLAYS. 1.3 ACTION SUBMITTALS: REFER TO THE REQUIRED SUBMITTAL LOG IN SECTION 013300 - SUBMITTAL PROCEDURES 1.4 CLOSEOUT SUBMITTALS A. MAINTENANCE DATA, B. CONCRETE SLAB MOISTURE AND PH TEST REPORT WHICH INCLUDES THE FOLLOWING: 1. EXECUTIVE SUMMARY. 2. CERTIFIED MOISTURE AND ALKALINITY (PH) TEST REPORT. 3. PROJECT FLOOR PLAN WITH TEST POINTS INDICATED. 4. SITE PHOTOGRAPHS 1.5 QUALITY ASSURANCE A. PRE -INSTALLATION REQUIREMENTS: 1. CONDUCT AN ON -SITE PRE -INSTALLATION MEETING TO VERIFY PROJECT REQUIREMENTS, SUBSTRATE CONDITIONS, MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MANUFACTURER'S WARRANTY REQUIREMENTS. B. CONCRETE SLAB MOISTURE AND PH TESTING: 1. CONCRETE SLAB MOISTURE AND PH (ALKALINITY) TESTING WILL BE CONDUCTED BY OWNER'S MOISTURE TESTING AGENCY PAID FOR BY THE GENERAL CONTRACTOR. a. REFER TO OWNERS NATIONAL VENDOR SCHEDULE. b. NO SUBSTITUI IONS OR ALTERNATE TESTING COMPANY IS PERMITTED. C. PROVIDE LUXURY VINYL TILE FLOORING AND ACCESSORIES FROM A SINGLE MANUFACTURER, INCLUDING RECOMMENDED PRIMERS, ADHESIVES, SEALANTS, AND LEVELING COMPOUNDS. D. USE ONLY PORTLAND BASED PATCHING AND LEVELING COMPOUNDS. DO NOT INSTALL RESILIENT FLOORING OVER GYPSUI`, BASED PATCHING AND/OR LEVELING COMPOUNDS. E. INSTALLATION EXPERIENCE -INSTALLER MUST HAVE A MINIMUM OF 5 YEARS' EXPERIENCE WITH HEAT WELDING AND FLASH COVE IN HEALTHCARE SETTINGS. 1.6 DELIVERY, STORAGE AND HANDLING A, DELIVER MATERIALS TO PROJECT SITE IN MANUFACTURER'S ORIGINAL, UNOPENED CONTAINERS WITH LABELS INDICATING BRAND NAMES, COLORS AND PATTERNS, AND QUALITY DESIGNATIONS LEGIBLE AND INTACT, B. STORE AND PROTECT MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 1.7 PROJECT CONDITIONS A. MOISTURE TESTING: 1, TESTING CONDITIONS INSIDE BUILDING SHALL BE BROUGHT TO SAME AMBIENT TEMPERATURE AND RELATIVE HUMIDITY LEVELS AS TO BE EXPECTED DURING NORMAL OCCUPANCY OF BUILDING (SERVICE CONDITIONS). SERVICE CONDITIONS INCLUDE NORMAL LEVELS OF HUMIDITY, LIGHTING, HEATING, AND AIR CONDITIONING: a. IF SERVICE CONDITIONS ARE NOT POSSIBLE, TEST CONDITIONS SHALL BE 75 =10°F (23.9 t 5.5'C) AND 50 t 10% RELATIVE HUMIDITY. b. MAINTAIN THESE CONDITIONS FORTY EIGHT (48) HOURS PRIOR TO, AND DURING TESTING. OTHERWISE, RESULTS MAY NOT ACCURATELY REFLECT AMOUNT OF MOISTURE PRESENT IN CONCRETE SLAB DURING NORMAL OPERATING CONDITIONS. 2. IF TEST CONDITIONS REQUIREMENTS CANNOT BE SATISFIED AT THE TIME OF THE TESTING, THE TEST MUST POSTPONE UNTIL SUCH TIME AS THE REQUIRED AMBIENT CONDITIONS CAN BE ESTABLISHED. a. IN THE EVENT THAT A RETURN TRIP BY OWNER'S NATIONAL ACCOUNT VENDOR IS REQUIRED AS A RESULT OF CONTRACTOR'S FAILURE TO ACHIEVE THE SPECIFIED TEMPERATURE AND HUMIDITY CRITERIA, THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ALL ASSOCIATED COSTS WHICH SHALL BE BILLED ACCORDINGLY BY OWNER'S MOISTURE TESTING AGENCY TO THE CONTRACTOR. B. FLOORING INSTALLATION: 1. CONDITIONS MUST COMPLY WITH MANUFACTURERS WRITTEN INSTRUCTIONS. 1.8 SEQUENCING AND SCHEDULING: A. NOTIFY OWNER'S MOISTURE TESTING AGENCY NO LESS THAN 14 DAYS PRIOR TO COMMENCEMENT OF MOISTURE TESTING (MINIMUM 28-DAYS PRIOR TO THE INSTALLATION OF FLOOR COVERINGS). B. SCHEDULE MOISTURE TESTING TO COMMENCE NO LESS THAN 14 DAYS PRIOR TO THE INSTALLATION OF FLOOR COVERINGS (INCLUDING SELF -LEVELING CONCRETE TOPPING) AND AS SPACE IS ENCLOSED AND ENVIRONMENTAL CONDITIONS ARE ACHIEVED - PER 1.7 PROJECT CONDITIONS. C. OWNER'S MOISTURE TESTING AGENCY WILL REQUIRE NO MORE THAN 7 BUSINESS DAYS FOR TESTING ON SITE AND ISSUING A CERTIFIED MOISTURE TEST REPORT. D. VAPOR CONTROL MITIGATION SYSTEM, CONTINGENT UPON MOISTURE CONDITIONS REPORTED, TO BE PLACED 12 - 24 HOURS PRIOR TO FLOORING. 1.9 WARRANTY A. MANUFACTURER'S STANDARD WARRANTY SHALL INCLUDE THE FOLLOWING: 1. WARRANTY PERIOD: 2 YEAR COMMENCING ON THE DATE OF SUBSTANTIAL COMPLETION. 2. LIMITED WEAR WARRANTY: 3 YEARS. 1.10 PRODUCT DESCRIPTION A. HIGH PERFORMANCE LUXURY VINYL TILE PLANK WITH AN ENHANCED URETHANE FINISH THAT PROTECTS AGAINST COMMERCIAL TRAFFIC AND REQUIRES NO POLISH. DIGITAL IMAGING TECHNOLOGY ALLOWING FOR PRECISE REPRODUCTION OF DOMESTIC AND EXOTIC WOODS THAT APPEAR REAL BUT ACCEPT WET MAINTENANCE. 1.11 PERFORMANCE REQUIREMENTS A. FIRE -TEST -RESPONSE CHARACTERISTICS: FOR RESILIENT SHEET FLOORING, AS DETERMINED BY TESTING IDENTICAL PRODUCTS ACCORDING TO ASTM E 648 OR NFPA 253 BY A QUALIFIED TESTING AGENCY. I. CRITICAL RADIANT FLUX CLASSIFICATION: CLASS!, NOT LESS THAN 0.45 `"ti `SQ. CM. B. FLOORSCORE COMPLIANCE RESILIENT TILE FLOORING SHALL COMPLY" W!TH REQUIREMENTS OF FLOORSCORE CERTIFICATION FOR LOW VOC 1.12 LUXURY VINYL TILE FLOORING WITH BACKING (LV-01) A. PRODUCT: REFER TO FINISH SCHEDULE ON DRAWINGS. B. WEARING SURFACE: EMBOSSED. C. INSTALLATION: GLUE -DOWN, FULL BED. 1, MANUFACTURERS RECOMMENDED ADHESIVE. 1.13 INSTALLATION MATERIALS A. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX -MODIFIED, PORTLAND CEMENT BASED OR BLENDED HYDRAULIC -CEMENT -BASED FORMULATION PROVIDED OR APPROVED BY RESILIENT SHEET FLOORING MANUFACTURER FOR APPLICATIONS INDICATED. B. CONCRETE SLAB PRIMER: NON -STAINING TYPE AS RECOMMENDED BY FLOORING MANUFACTURER. C. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY FLOORING AND ADHESIVE MANUFACTURERS TO SUIT RESILIENT TILE FLOORING AND SUBSTRATE CONDITIONS INDICATED, D. SUBSTRATE MOISTURE MITIGATION: 1. VERIFY REQUIREMENTS FOR MOISTURE MITIGATION BASED ON THIRD PARTY SLAB MOISTURE TESTING RESULTS. 2. SELECTED SUBSTRATE MOISTURE MITIGATION SYSTEM MUST BE APPROVED BY FLOORING MANUFACTURER AND SHALL NOT IMPACT PRODUCT WARRANTIES. 3, SUBMIT SELECTED MOISTURE MITIGATION SYSTEM TO ARCHITECT AND OWNER PM FOR REVIEW AND APPROVAL. 4, SHOULD A MOISTURE MITIGATING ADMIXTURE BE USED DURING THE POURING OF NEW CONCRETE SLABS, MOISTURE TESTING AND/OR MITIGATION IS NOT APPLICABLE. VERIFY WITH ARCHITECT AND OWNER PM. 1.14 PREPARATION A. GENERAL: PREPARE SUBSTRATES ACCORDING TO VINYL PLANK FLOORING MANUFACTURER'S WRITTEN INSTRUCTIONS TO ENSURE ADHESION OF RESILIENT SHEET FLOORING. B. CONCRETE SUBSTRATES: PREPARE ACCORDING TO ASTM F 710, 'STANDARD PRACTICE FOR PREPARING CONCRETE FLOORS TO RECEIVE RESILIENT FLOORING'. 1. VERIFY THAT SUBSTRATES ARE DRY AND FREE OF CURING COMPOUNDS, SEALERS, AND HARDENERS. 2. REMOVE SUBSTRATE COATINGS AND OTHER SUBSTANCES THAT ARE INCOMPATIBLE WITH ADHESIVES AND THAT CONTAIN SOAP, WAX, OIL, OR SILICONE, USING MECHANICAL METHODS RECOMMENDED BY VINYL PLANK FLOORING MANUFACTURER, DO NOT USE SOLVENTS. 3. FILL CRACKS, HOLES, AND DEPRESSIONS IN SUBSTRATES WITH TROWELABLE LEVELING AND PATCHING COMPOUND; REMOVE BUMPS AND RIDGES TO PRODUCE A UNIFORM AND SMOOTH SUBSTRATE, 4, IMMEDIATELY BEFORE INSTALLATION, SWEEP AND VACUUM CLEAN SUBSTRATES TO BE COVERED BY RESILIENT SHEET FLOORING. 1.15 CONCRETE SLAB MOISTURE AND PH TESTING A. PROVIDE ACCESS FOR AND COOPERATE WITH OWNER'S MOISTURE TESTING AGENCY. B. PERFORM RELATIVE HUMIDITY TEST USING IN SITU PROBES ACCORDING TO ASTM F 2170, STANDARD TEST METHOD FOR DETERMINING RELATIVE HUMIDITY IN CONCRETE FLOOR SLABS USING IN SITU PROBES. 1. THREE (3) TESTS ARE REQUIRED FOR THE FIRST 1,000 SQUARE FEET, AND ONE (1) ADDITIONAL TEST FOR EACH 1,000 SQUARE FEET OR FRACTION THEREOF. C. PERFORM PH TESTING IN ACCORDANCE WITH ASTM F 710-11 'STANDARD PRACTICE FOR PREPARING CONCRETE FLOORS TO RECEIVE RESILIENT FLOORING' AT THE SAME TIME AS MOISTURE TESTING. 1.16 PREINSTALLATiON TESTING BY CONTRACTOR A. BOND TEST: DETERMINE SUITABILITY OF CONCRETE SuBFLOOR FOR RECEIVING SPECIFIED FLOOR COVERING ,AND ADHESIVE WITH REGARD TO MOISTURE CONTENT AND CURING COMPOUNDS. USE BOND TEST RECOMMENDED BY FLOORING MANUFACTURER, SECTION 096519 - LUXURY VINYL TILE (LVT) FLOORING (CONTINUED) 1,17 LUXURY VINYL TILE FLOORING INSTALLATION A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT SHEET FLOORING. B. UNROLL LUXURY VINYL TILE FLOORING AND ALLOW IT TO STABILIZE BEFORE CUTTING AND FITTING, C. LAYOUT LUXURY VINYL TILE FLOORING AS FOLLOWS: 1. MAINTAIN UNIFORMITY OF FLOORING DIRECTION. 2. INSTALL USING CONVENTIONAL TILE AND PLANK INSTALLATION TECHNIQUES. END SEAMS SHALL HAVE A MINIMUM OF 6 INCH TO 8 INCH STAGGERS. 3. MATCH EDGES OF FLOORING FOR COLOR SHADING AT SEAMS. 4. CUT SEAMS ARE ALWAYS TO BE AGAINST A WALL. 5. FROM CENTER MARKS ESTABLISHED WITH PRINCIPAL WALLS, DISCOUNTING MINOR OFFSETS, SO TILES AT OPPOSITE EDGES OF ROOM ARE OF EQUAL WIDTH. 6. ADJUST AS NECESSARY TO AVOID USING CUT WIDTHS THAT EQUAL LESS THAN ONE-HALF TILE AT PERIMETER. D. SCRIBE AND CUT RESILIENT SHEET FLOORING TO BUTT NEATLY AND TIGHTLY TO VERTICAL SURFACES, PERMANENT FIXTURES, AND BUILT-IN FURNITURE INCLUDING CABINETS, PIPES, OUTLETS, AND DOOR FRAMES. E, EXTEND VINYL PLANK FLOORING INTO TOE SPACES, DOOR REVEALS, CLOSETS, AND SIMILAR OPENINGS. F. INSTALL FLOOR TILES ON COVERS FOR TELEPHONE AND ELECTRICAL DUCTS, BUILDING EXPANSION -JOINT COVERS, AND SIMILAR ITEMS IN FINISHED FLOOR AREAS. MAINTAIN OVERALL CONTINUITY OF COLOR AND PATTERN BETWEEN PIECES OF TILE INSTALLED ON COVERS AND ADJOINING TILES, TIGHTLY ADHERE TILE EDGES TO SUBSTRATES THAT ABUT COVERS AND TO COVER PERIMETERS. G. ADHERE VINYL PLANK FLOORING TO SUBSTRATES USING A FULL SPREAD OF ADHESIVE APPLIED TO SUBSTRATE TO PRODUCE A COMPLETED INSTALLATION WITHOUT OPEN CRACKS, VOIDS, RAISING AND PUCKERING AT JOINTS, TELEGRAPHING OF ADHESIVE SPREADER MARKS, AND OTHER SURFACE IMPERFECTIONS. H. SPREAD ONLY ENOUGH ADHESIVE TO PERMIT INSTALLATION OF MATERIALS BEFORE INITIAL SET. I. SET FLOORING IN PLACE, PRESS WITH 100 LB ROLLER TO ATTAIN FULL ADHESION. J. USE HAND ROLLER AROUND PERIMETER AND ANYWHERE 100 LB ROLLER CANNOT REACH K. USE COLOR MATCH ACRYLIC CAULK TO SEAL AROUND DOOR JAMBS 1.18 CLEANING AND PROTECTION A. COVER RESILIENT SHEET FLOORING UNTIL SUBSTANTIAL COMPLETION. B. PERFORM THE FOLLOWING OPERATIONS IMMEDIATELY AFTER COMPLETING VINYL PLANK FLOORING INSTALLATION. 1. REMOVE ADHESIVE AND OTHER BLEMISHES FROM EXPOSED SURFACES 2. SWEEP AND VACUUM SURFACES THOROUGHLY. 3. DAMP -MOP SURFACES TO REMOVE MARKS AND SOIL. 4. DO NOT WASH SURFACES UNTIL AFTER TIME PERIOD RECOMMENDED BY MANUFACTURER. C. PROHIBIT TRAFFIC ON FLOOR FINISH FOR 48 HOURS AFTER INSTALLATION. D. PROTECT RESILIENT PRODUCTS FROM MARS, MARKS, INDENTATIONS, AND OTHER DAMAGE FROM CONSTRUCTION OPERATIONS AND PLACEMENT OF EQUIPMENT AND FIXTURES DURING REMAINDER OF CONSTRUCTION PERIOD. USE PROTECTION METHODS RECOMMENDED IN WRITING BY MANUFACTURER. 1. COVER PRODUCTS INSTALLED ON HORIZONTAL SURFACES WITH UNDYED, UNTREATED BUILDING PAPER UNTIL SUBSTANTIAL COMPLETION, 2. DO NOT MOVE HEAVY AND SHARP OBJECTS DIRECTLY OVER SURFACES. PLACE HARDBOARD OR PLYWOOD PANELS OVER FLOORING AND UNDER OBJECTS WHILE THEY ARE BEING MOVED. SLIDE OR ROLL OBJECTS OVER PLANKS WITHOUT MOVING PLANKS. SECTION 096813 - TILE CARPETING 1.1 SUMMARY: SECTION INCLUDES MODULAR, MULTI -LEVEL PATTERN LOOP CARPET TILE, 1.2 REFERENCES A, ASTM INTERNATIONAL: 1. ASTM F710-11,'STANDARD PRACTICE FOR PREPARING CONCRETE FLOORS TO RECEIVE RESILIENT FLOORING'. 2. ASTM F2170-11, 'STANDARD TEST METHOD FOR DETERMINING RELATIVE HUMIDITY IN CONCRETE FLOOR SLABS USING IN SITU PROBES', B. INTERNATIONAL CONCRETE REPAIR INSTITUTE (ICRI): 1. ICRI GUIDELINE 03732 - SELECTING AND SPECIFYING CONCRETE SURFACE PREPARATION FOR SEALERS, COATINGS, AND POLYMER OVERLAYS. 1.3 PREINSTALLATION MEETINGS: AS REQUIRED BY ARCHITECT. 1.4 ACTION SUBMITTALS: REFER TO THE REQUIRED SUBMITTAL LOG IN SECTION 013300 - SUBMITTAL PROCEDURES 1.5 CLOSEOUT SUBMITTALS A. MAINTENANCE DATA. B. CONCRETE SLAB MOISTURE AND PH TEST REPORT WHICH INCLUDES THE FOLLOWING: 1. EXECUTIVE SUMMARY. 2, CERTIFIED MOISTURE AND ALKALINITY (PH) TEST REPORT. 3. PROJECT FLOOR PLAN WITH TEST POINTS INDICATED. 4. SITE PHOTOGRAPHS 1.6 QUALITY ASSURANCE A. PRE -INSTALLATION REQUIREMENTS: 1. CONDUCT AN ON -SITE PRE -INSTALLATION MEETING TO VERIFY PROJECT REQUIREMENTS, SUBSTRATE CONDITIONS, MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MANUFACTURER'S WARRANTY REQUIREMENTS. B. CONCRETE SLAB MOISTURE AND PH TESTING: 1. CONCRETE SLAB MOISTURE AND PH (ALKALINITY) TESTING WILL BE CONDUCTED BY OWNER'S MOISTURE TESTING AGENCY PAID FOR BY THE GENERAL CONTRACTOR. a. REFER TO OWNERS NATIONAL VENDOR SCHEDULE. b. NO SUBSTITUTIONS OR ALI ERNATE TESTING COMPANY IS PERMITTED. C. INSTALLER QUALIFICATIONS: AN EXPERIENCED INSTALLER WHO IS CERTIFIED BY THE INTERNATIONAL CERTIFIED FLOORCOVERiNG INSTALLERS ASSOCIATION AT THE COMMERCIAL 11 OR MASTER II CERTIFICATION LEVEL. D. FIRE -TEST -RESPONSE RATINGS: WHERE INDICATED, PROVIDE CARPET TILE IDENTICAL TO THOSE OF ASSEMBLIES TESTED FOR FIRE RESPONSE ACCORDING TO NFPA 253 BY A QUALIFIED TESTING AGENCY. E. SOURCE LIMITATIONS: 1. SINGLE SOURCE RESPONSIBILITY: PROVIDE PRODUCTS THAT HAVE COMPONENTS MANUFACTURED BY .A SINGLE SOURCE, FIBER AND BACKING, AS WELL AS FINAL CARPET PRODUCT, SHOULD BE MANUFACTURED AND WARRANTED BY SAME COMPANY, 2. COMMITMENT TO SUSTAINABILITY: CARPET MANUFACTURER MUST PRACTICE ENVIRONMENTAL RESPONSIBILITY THROUGH PROGRAMS OF SOURCE REDUCTION, RECYCLING, REUSE, AND CONSERVATION. 1.7 DELIVERY, STORAGE, AND HANDLING A. COMPLY WITH CRI 104 FOR TEMPERATURE, HUMIDITY, AND VENTILATION LIMITATIONS. 1.8 PROJECT CONDITIONS A. MOISTURE TESTING: 1. TESTING CONDITIONS INSIDE BUILDING SHALL BE BROUGHT TO SAME AMBIENT TEMPERATURE AND RELATIVE HUMIDITY LEVELS AS TO BE EXPECTED DURING NORMAL OCCUPANCY OF BUILC'N,G (SERVICE CONDITIONS). SERVICE CONDITIONS INCLUDE NORMAL LEVELS OF HUMIDITY, LIGHTING, HEATING, AND AIR CONDITIONING: a. IF SERVICE CONDITIONS ARE NOT POSSIBLE, TEST CONDITIONS SHALL BE 75 t 10°F (23.9 t 5.5°C) AND 50 - - HUMIDITY. b. MAINTAIN THESE CONDITIONS FORTY EIGHT (48) HOURS PRIOR TO, AND DURING TEST' H,ESULTS MAY NOT ACCURATELY REFLECTAMOUNT OF MOISTURE PRESENT IN CONCRETE SLAB DUr ' - CRATING CONDITIONS. 2. IF TEST CONDITIONS REQUIREMENTS CANNOT BE SATISFIED AT THE TIME OF 1-nt 1 tS T iNG, THE TEST MUST POSTPONE UNTIL SUCH TIME AS THE REQUIRED AMBIENT CONDITIONS CAN BE ESTABLISHED. a. IN THE EVENT THAT A RETURN TRIP BY OWNER'S NATIONAL ACCOUNT VENDOR IS REQUIRED AS A RESULT OF CONTRACTOR'S FAILURE TO ACHIEVE THE SPECIFIED TEMPERATURE AND HUMIDITY CRITERIA, THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ALL ASSOCIATED COSTS WHICH SHALL BE BILLED ACCORDINGLY BY OWNER'S MOISTURE TESTING AGENCY TO THE CONTRACTOR. B. FLOORING INSTALLATION: 1. COMPLY WITH CARPET MANUFACTURER'S INSTALLATION RECOMMENDATIONS AND THE CARPET & RUG INSTITUTE INSTALLATION STANDARD 2011 FOR TEMPERATURE, HUMIDITY, AND VENTILATION LIMITATIONS. 1.9 SEQUENCING AND SCHEDULING: A. NOTIFY OWNER'S MOISTURE TESTING AGENCY NO LESS THAN 14 DAYS PRIOR TO COMMENCEMENT OF MOISTURE TESTING (MINIMUM 28-DAYS PRIOR TO THE INSTALLATION OF FLOOR COVERINGS). B. SCHEDULE MOISTURE TESTING TO COMMENCE NO LESS THAN 14 DAYS PRIOR TO THE INSTALLATION OF FLOOR COVERINGS (INCLUDING SELF -LEVELING CONCRETE TOPPING) AND AS SPACE IS ENCLOSED AND ENVIRONMENTAL CONDITIONS ARE ACHIEVED - PER 1.7 PROJECT CONDITIONS. C. OWNER'S MOISTURE TESTING AGENCY WILL REQUIRE NO MORE THAN 7 BUSINESS DAYS FOR TESTING ON SITE AND ISSUING A CERTIFIED MOISTURE TEST REPORT. D. VAPOR CONTROL MITIGATION SYSTEM, CONTINGENT UPON MOISTURE CONDITIONS REPORTED, TO BE PLACED 12 - 24 HOURS PRIOR TO FLOORING. 1.10 WARRANTY A. SPECIAL WARRANTY FOR CARPET TILES: MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS OF CARPET TILE INSTALLATION THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD. 1. WARRANTY DOES NOT INCLUDE DETERIORATION OR FAILURE OF CARPET TILE DUE TO UNUSUAL TRAFFIC, FAILURE OF SUBSTRATE, VANDALISM, OR ABUSE. 2, FAILURES INCLUDE, BUT ARE NOT LIMITED TO, MORE THAN 10 PERCENT FACE FIBER LOSS, EDGE RAVELING, DIMENSIONAL INSTABILITY, EXCESS STATIC DISCHARGE, LOSS OF TUFT BIND STRENGTH, DELAMINATION, AND WHERE FACE FIBER IS 100 PERCENT SOLUTION DYED, INABILITY TO REMOVE ACID BASED STAINS, LACK OF COLORFASTNESS TO ATMOSPHERIC CONTAMINANTS. 3. CARPET MUST BE MANUFACTURED AND WARRANTED BY SAME MANUFACTURER. 4, WARRANTY PERIOD: LIFETIME COMMERCIAL LIMITED WARRANTY. 1.111 CARPET TILE -PRODUCT: REFER TO FINISH SCHEDULE ON DRAWINGS SECTION 096813 - TILE CARPETING (CONTINUED) 1.12 INSTALLATION ACCESSORIES A. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX -MODIFIED, HYDRAULIC -CEMENT -BASED FORMULATION PROVIDED OR RECOMMENDED BY CARPET I ILE MANUFACTURER. B. TROWELABLE ADHESIVES: WATER-RESISTANT, MILDEW -RESISTANT, NONSTAINING, PREMIUM GRADE, PRESSURE -SENSITIVE TYPE TO SUIT PRODUCTS AND SUBFLOOR CONDITIONS INDICATED, THAT COMPLIES WITH FLAMMABILITY REQUIREMENTS FOR INSTALLED CARPET TILE AND IS RECOMMENDED BY CARPET TILE MANUFACTURER FOR RELEASABLE INSTALLATION SUCH AS SHAW 5000 OR SHAW 5100 OR AVAILABLE EQUIVALENT WHERE SLAB MOISTURE DOES NOT EXCEED 85 PERCENT PER ASTM F 2170 OR 5 LBS PER ASTM F 1869. WHERE SLAB MOISTURE DOES NOT EXCEED 85 PERCENT AND ANTIMICROBIAL PROTECTION IS NEEDED TO PASS AATCC 174, USE SHAW 5036, WHERE MOISTURE EXCEEDS 85 PERCENT OR 5 LBS BUT DOES NOT EXCEED 90 PERCENT OR 10 LBS, USE SHAW 5900 OR AVAILABLE EQUIVALENT. 1, ADHESIVES SHALL HAVE A VOC CONTENT OF 50 GIL OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). 2. ADHESIVES SHALL COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES' "STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL- SCALE ENVIRONMENTAL CHAMBERS." 3. ADHESIVES SHALL COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PLUS PROGRAM. C. NON-TROWELABLE ADHESIVE: WATER-RESISTANT, MILDEW -RESISTANT, NON -STAINING, PRESSURE -SENSITIVE TYPE TO SUIT PRODUCTS AND SUBFLOOR CONDITIONS INDICATED, THAT COMPLIES WITH FLAMMABILITY REQUIREMENTS FOR INSTALLED CARPET TILE AND IS RECOMMENDED BY CARPET TILE MANUFACTURER FOR RELEASABLE INSTALLATION SUCH AS LOKDOTS WHERE SLAB MOISTURE DOES NOT EXCEED 95 PERCENT PER ASTM F 2170 OR 10 LBS PER ASTM F 1869. EACH CARPET TILE MUST BE ADHERED TO THE SUBFLOOR, D. SUBSTRATE MOISTURE MITIGATION: 1. VERIFY REQUIREMENTS FOR MOISTURE MITIGATION BASED ON THIRD PARTY SLAB MOISTURE TESTING RESULTS. 2. SELECTED SUBSTRATE MOISTURE MITIGATION SYSTEM MUST BE APPROVED BY FLOORING MANUFACTURER AND SHALL NOT IMPACT PRODUCT WARRANTIES, 3. SUBMIT SELECTED MOISTURE MITIGATION SYSTEM TO ARCHITECT AND OWNER PM FOR REVIEW AND APPROVAL. 4. SHOULD A MOISTURE MITIGATING ADMIXTURE BE USED DURING THE POURING OF NEW CONCRETE SLABS, MOISTURE TESTING AND/OR MITIGATION IS NOT APPLICABLE, VERIFY WITH ARCHITECT AND OWNER PM. E, METAL EDGE/TRANSITION STRIPS: EXTRUDED ALUMINUM WITH MILL FINISH OF PROFILE AND WIDTH SHOWN, OF HEIGHT REQUIRED TO PROTECT EXPOSED EDGE OF CARPET, AND OF MAXIMUM LENGTHS TO MINIMIZE RUNNING JOINTS. 1,13 PREPARATION A. GENERAL: COMPLY WITH CRI'S "CR! CARPET INSTALLATION STANDARDS" AND WITH CARPET TILE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR PREPARING SUBSTRATES INDICATED TO RECEIVE CARPET TILE. B. CONCRETE SUBSTRATES: PREPARE ACCORDING TO ASTM F 710, 'STANDARD PRACTICE FOR PREPARING CONCRETE FLOORS TO RECEIVE RESILIENT FLOORING', 1. VERIFY THAT SUBSTRATES ARE DRY AND FREE OF CURING COMPOUNDS, SEALERS, AND HARDENERS. 2, REMOVE SUBSTRATE COATINGS AND OTHER SUBSTANCES THAT ARE INCOMPATIBLE WITH ADHESIVES AND THAT CONTAIN SOAP, WAX, OIL, OR SILICONE, USING MECHANICAL METHODS RECOMMENDED BY CARPET FLOORING FLOORING MANUFACTURER, DO NOT USE SOLVENTS, 3. FILL CRACKS, HOLES, AND DEPRESSIONS IN SUBSTRATES WITH TROWELABLE LEVELING AND PATCHING COMPOUND; REMOVE BUMPS AND RIDGES TO PRODUCE A UNIFORM AND SMOOTH SUBSTRATE. 4. IMMEDIATELY BEFORE INSTALLATION, SWEEP AND VACUUM CLEAN SUBSTRATES TO BE COVERED BY RESILIENT SHEET FLOORING. 1.14 CONCRETE SLAB MOISTURE AND PH TESTING A. PROVIDE ACCESS FOR AND COOPERATE WITH OWNER'S MOISTURE TESTING AGENCY. B. PERFORM RELATIVE HUMIDITY TEST USING IN SITU PROBES ACCORDING TO ASTM F 2170, STANDARD TEST METHOD FOR DETERMINING RELATIVE HUMIDITY IN CONCRETE FLOOR SLABS USING IN SITU PROBES. 1. THREE (3) TESTS ARE REQUIRED FOR THE FIRST 1,000 SQUARE FEET, AND ONE (1) ADDITIONAL TEST FOR EACH 1,000 SQUARE FEET OR FRACTION THEREOF. C. PERFORM PH TESTING IN ACCORDANCE WITH ASTM F 710-11 'STANDARD PRACTICE FOR PREPARING CONCRETE FLOORS TO RECEIVE RESILIENT FLOORING' AT THE SAME TIME AS MOISTURE TESTING. 1.15 PRE INSTALLATION TESTING BY CONTRACTOR A. BOND TEST: DETERMINE SUITABILITY OF CONCRETE SUBFLOOR FOR RECEIVING SPECIFIED FLOOR COVERING AND ADHESIVE WITH REGARD TO MOISTURE CONTENT AND CURING COMPOUNDS. USE BOND TEST RECOMMENDED BY FLOORING MANUFACTURER. 1,16 INSTALLATION A. GENERAL: COMPLY WITH CRI'S "CRI CARPET INSTALLATION STANDARD," SECTION 18, "MODULAR CARPET" AND WITH CARPET TILE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. B. INSTALLATION METHOD: AS RECOMMENDED IN WRITING BY CARPET TILE MANUFACTURER, C. MAINTAIN PILE -DIRECTION PATTERNS INDICATED ON DRAWINGS. D. CUT AND FIT CARPET TILE TO BUTT TIGHTLY TO VERTICAL SURFACES, PERMANENT FIXTURES, AND BUILT-IN FURNITURE INCLUDING CABINETS, PIPES, OUTLETS, EDGINGS, THRESHOLDS, AND NOSINGS. BIND OR SEAL CUT EDGES AS RECOMMENDED BY CARPET TILE MANUFACTURER. E. EXTEND CARPET TILE INTO TOE SPACES, DOOR REVEALS, CLOSETS, OPEN -BOTTOMED OBSTRUCTIONS, REMOVABLE FLANGES, ALCOVES, AND SIMILAR OPENINGS. F. MAINTAIN REFERENCE MARKERS, HOLES, AND OPENINGS THAT ARE IN PLACE OR MARKED FOR FUTURE CUTTING BY REPEATING ON CARPET TILE AS MARKED ON SUBFLOOR. USE NONPERMANENT, NONSTAINING MARKING DEVICE. G. INSTALL PATTERN PARALLEL TO WALLS AND BORDERS. H. PROTECT CARPET TILE AGAINST DAMAGE FROM CONSTRUCTION OPERATIONS AND PLACEMENT OF EQUIPMENT AND FIXTURES DURING THE REMAINDER OF CONSTRUCTION PERIOD. USE PROTECTION METHODS INDICATED OR RECOMMENDED IN WRITING BY CARPET TILE MANUFACTURER. SECTION 099100 - PAINTING 1.1 SUMMARY A. SECTION INCLUDES: 1. SURFACE PREPARATION AND FIELD PAINTING OF EXPOSED EXTERIOR AND INTERIOR ITEMS AND SURFACES. a. SURFACE PREPARATION, PRIMING, AND FINISH COATS SPECIFIED IN THIS SECTION ARE IN USE PROADDITION TO SHOP PRIMING AND SURFACE TREATMENT SPECIFIED IN OTHER SECTIONS. 2. PAINT EXPOSED SURFACES, EXCEPT INHERE THESE SPECIFICATIONS INDICATE THAT THE SURFACE OR MATERIAL IS NOT TO BE PAINTED OR IS TO REMAIN NATURAL. IF AN ITEM OR A SURFACE IS NOT SPECIFICALLY MENTIONED, PAINT THE ITEM OR SURFACE THE SAME AS SIMILAR ADJACENT MATERIALS OR SURFACES. IF A COLOR OF FINISH IS NOT INDICATED, ARCHITECT WILL SELECT FROM STANDARD COLORS AND FINISHES AVAILABLE. B. SURFACES NOT TO BE PAINTED: 1. PREFINISHED ITEMS, UNLESS SPECIFIED TO BE FIELD PAINTED IN DRAWINGS OR SECTIONS. 2. WALLS OR CEILINGS OF CONCEALED SURFACES OR INACCESSIBLE AREAS. 3. FINISHED METAL SURFACES, L S LS ON DOORS OR FRAMES. 5. EQUIPMENT NAME PLATES. 6. FIRE SPRINKLER HEADS. 7. HEAT DETECTORS. 8. SMOKE DETECTORS. 9. PIPING IDENTIFICATION LABELS. 10, OPERATING PARTS OF MECHANICAL OR ELECTRICAL EQUIPMENT, 1.2 ACTION SUBMITTALS: REFER TO THE REQUIRED SUBMITTAL LOG IN SECTION 013300 - SUBMITTAL PROCEDURES. 1.3 PAINT, GENERAL A. ACCEPTABLE MANUFACTURER: SHERWIN-WILLIAMS CO. B. REQUIREMENTS: 1. ALL INTERIOR WALLS OF SHOULD BE PAINTED WITH LOW SHEEN EGGSHELL INTERIOR WATERBORNE ACRYLIC OR APPROVED EQUAL. WALLS SHALL HAVE A MINIMUM OF THREE COATS OF PAINT. 2. INTERIOR DOORS AND OPENINGS TO RECEIVE PAINT SHOULD BE PAINTED WITH INTERIOR/EXTERIOR WATERBORNE ACRYLIC SEMI -GLOSS OR APPROVED EQUAL. DOOR FRAMES AND INTERIOR WINDOW FRAMES SHALL HAVE A MINIMUM OF THREE COATS OF PAINT, 3. EXTERIOR HOLLOW METAL DOORS AND FRAMES SHOULD BE PAINTED WITH INTERIOR/EXTERIOR WATERBORNE ACRYLIC SEMi-GLOSS OR APPROVED EQUAL. EXTERIOR DOORS AND FRAMES MUST HAVE A MINIMUM OF THREE COATS OF PAINT. 4. PRIOR TO PAINTING, ALL SURFACES MUST BE PREPARED WITH APPROPRIATE PRIMERS. C. VOC CONTENT OF INTERIOR PAINTS AND COATINGS: PRODUCTS SHALL COMPLY WITH VOC LIMITS OF AUTHORITIES HAVING JURISDICTION AND, FOR INTERIOR PAINTS AND COATINGS APPLIED AT PROJECT SITE, THE FOLLOWING VOC LIMITS, EXCLUSIVE OF COLORANTS ADDED TO A TINT BASE, WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). THESE REQUIREMENTS DO NOT APPLY TO PAINTS AND COATINGS THAT ARE APPLIED IN A FABRICATION OR FINISHING SHOP. 1. FLAT PAINTS AND COATINGS: 50 GIL, 2. NON -FLAT PAINTS AND COATINGS: 150 GIL. 3. ANTICORROSIVE AND ANTIRUST PAINTS APPLIED TO FERROUS METALS: 250 GIL. 4. PRIMERS, SEALERS, AND UNDERCOATERS: 200 GIL. 5. ZINC -RICH INDUSTRIAL MAINTENANCE PRIMERS: 340 GIL. 6, PRETREATMENT WASH PRIMERS: 420 GIL. D. LOW -EMITTING MATERIALS: INTERIOR PAINTS AND COATINGS SHALL APPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS." E. COLORS: REFER TO FINISH SCHEDULE ON DRAWINGS. 1.4 PAINTING SCHEDULE: REFER TO FINISH SCHEDULE ON DRAWINGS. 1.5 EXAMINATION A. EXAMINE SUBSTRATES AND CONDITIONS, WITH APPLICATOR PRESENT, FOR COMPLIANCE WITH REQUIREMENTS, FOR MAXIMUM MOISTURE CONTENT AND OTHER CONDITIONS AFFECTING PERFORMANCE OF WORK, 1.6 PREPARATION A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS IN "MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL" APPLICABLE TO SUBSTRATES AND PAINT SYSTEMS INDICATED. B. REMOVE PLATES, MACHINED SURFACES, .AND SIMILAR ITEMS ALREADY IN PLACE THAT ARE NOT TO BE PAINTED. IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF ITEM, PROVIDE SURFACE -APPLIED PROTECTION BEFORE SURFACE PREPARATION AND PAINTING. 1. AFTER COMPLETING PAINTING OPERATIONS, USE WORKERS SKILLED !N THE TRADES INVOLVED TO REINSTALL ITEMS THAT WERE REMOVED, REMOVE SURFACE -APPLIED PROTECTION IF ANY. 2. DO NOT PAINT OVER LABELS OF INDEPENDENT TESTING AGENCIES OR EQUIPMENT NAME, IDENTIFICATION, PERFORMANCE RATING, OR NOMENCLATURE PLATES. SECTION 099100 - PAINTING (CONTINUED) C. CLEAN SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR BOND OF PAINTS, INCLUDING DIRT, OIL. GREASE, AND INCOMPATIBLE PAINTS AND ENCAPSULANTS. 1. REMOVE INCOMPATIBLE PRIMERS AND RE -PRIME SUBSTRATE WITH COMPAT3LE PRIMERS AS REQUIRED T 0 PRCDU('E PAINT SYSTEMS INDICATED. D. CONCRETE SUBSTRATES: REMOVE RELEASE AGENTS, CURING COMPOUNDS, EFFLORESCENCE, AND CHALK. DO NOT PAINT SURFACES IF MOISTURE CONTENT OR ALKALINITY OF SURFACES TO BE PAINTED EXCEEDS THAT PERMITTED IN MANUFACTURER'S WRITTEN INSTRUCTIONS, E. CONCRETE MASONRY SUBSTRATES: REMOVE EFFLORESCENCE AND CHALK. DO NOT PAINT SURFACES IF MOISTURE CONTENT OR ALKALINITY OF SURFACES TO BE PAINTED EXCEEDS THAT PERMITTED IN MANUFACTURER'S WRITTEN INSTRUCTIONS. REMOVE ALL LOOSE MORTAR AND FOREIGN MATERIAL. SURFACE MUST BE FREE OF LAITANCE, CONCRETE DUST, DIRT, FORM RELEASE AGENTS, MOISTURE CURING MEMBRANES, LOOSE CEMENT, AND HARDENERS CONCRETE AND MORTAR MUST BE CURED AT LEAST 30 DAYS AT 75°F. THE PH OF THE SURFACE SHOULD BE BETWEEN 6 AND 9, UNLESS THE PRODUCTS TO BE USED ARE DESIGNED TO BE USED IN HIGH OR LOW PH ENVIRONMENTS, SUCH AS LOXON. ON TILT -UP AND POURED -IN PLACE CONCRETE, COMMERCIAL DETERGENTS AND ABRASIVE BLASTING MAY BE NECESSARY TO PREPARE THE SURFACE. FILL BUG HOLES, AIR POCKETS, AND OTHER VOIDS WITH A PATCHING COMPOUND SUCH AS CONSEAL F. STEEL SUBSTRATES: REMOVE GREASE, MILL SCALE, WELD SPLATTER, DIRT, AND RUST. WHERE HEAVY COATINGS OF SCALE ARE EVIDENT, REMOVE BY POWER TOOL WIRE BRUSHING OR SANDBLASTING; CLEAN BY WASHING WITH SOLVENT. APPLY A TREATMENT OF PHOSPHORIC ACID SOLUTION, ENSURING WELD JOINTS, BOLTS, AND NUTS ARE SIMILARLY CLEANED. SPOT PRIME PAINT AFTER REPAIRS. CLEAN USING METHODS RECOMMENDED IN WRITING BY PAINT MANUFACTURER. G. GALVANIZED -METAL SUBSTRATES: REMOVE GREASE AND OIL RESIDUE FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY MECHANICAL METHODS TO PRODUCE CLEAN, LIGHTLY ETCHED SURFACES THAT PROMOTE ADHESION OF SUBSEQUENTLY APPLIED PAINTS. H. GYPSUM BOARD SURFACES: FILL MINOR DEFECTS WITH FILLER COMPOUND. SPOT PRIME DEFECTS AFTER REPAIR. I. WOOD SUBSTRATES: 1. SCRAPE AND CLEAN SEASONED KNOTS, AND APPLY COAT OF RECOMMENDED KNOT SEALER BEFORE AGPLY!NG PRIMER COAT. 2. SAND SURFACES THAT WILL BE EXPOSED TO VIEW, AND DUST OFF 3. PRIME EDGES, ENDS, FACES, UNDERSIDES, AND BACKSIDES OF WOOD. 4. AFTER PRIMER COAT IS DRY, FILL HOLES AND IMPERFECTIONS IN THE FINISH SURFACES VJVITH PUTT`( OR P!AST!C WOOD FILLER. SAND SMOOTH WHEN DRIED. J. MIX PAINTING MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTTION, . STI ht4TEPI LS BEFORE APPL!CAiIO-'J TO PRODUCE MIXTURE OF UNIFORM DENSITY, AND STIR AS REQUIRED DURING APPLICATION DO NOT STIR SURFACE FIi_,M INTO MATERIAL, STRAIN MATERIAL BEFORE USING !F NECESSARY. 1.7 APPLICATION A. APPLY PAINTS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 1. USE APPLICATORS AND TECHNIQUES SUITED FOR PAINT AND SUBSTRATE INDICA TED. 2. PAINT SURFACES BEHIND MOVABLE ITEMS SAME AS SIMILAR EXPOSED SURFACES. BEFORE FINAL INSTALLATION, PAINT SURFACES BEHIND PERMANENTLY FIXED ITEMS WITH PRIME COAT ONLY. 3. DO NOT APPLY FINISHES TO SURFACES THAT ARE NOT DRY. 1.8 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT A. PAINT ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: 1. MECHANICAL WORK: a. UMNSULATED METAL PIPING. b. VISIBLE PORTIONS OF INTERNAL SURFACES OF METAL DUCTS, WITHOUT LINER, BEHIND AIR INLETS AND OUTLETS. c. DUCT, EQUIPMENT, AND PIPE INSULATION HAVING COTTON OR CANVAS INSULATION COVERING OR OTHER PAINT ABLE JACKET MATERIAL. d. MECHANICAL EQUIPMENT THAT IS INDICATED TO HAVE A FACTORY -PRIMED FINISH FOR FIELD PAINT!NG. 2. ELECTRICAL WORK: a. EXPOSED CONDUIT AND ELECTRICAL EQUIPMENT OCCURRING IN FINISHED AREAS b. ELECTRICAL EQUIPMENT THAT IS INDICATED TO HAVE A FACTOR -PRINTED FINISH FOR FIELD PAINTING. B. REMOVE UNFINISHED LOUVERS, GRILLES, COVERS, AND ACCESS PANELS ON MECHANICAL AND ELECT RiCAL (:OIMFONENTS AND PAINT SEPARATELY. C, PAINT BOTH SIDES AND EDGES OF PLYWOOD BACKBOARDS FOR ELECTRICAL AND TELEPHONE EQUIPMENT BEFORE INSTALLING EQUIPMENT. D. REINSTALL ELECTRICAL COVER PLATES, HARDWARE, LIGHT FIXTURE TRIM, ESCUTCHEONS, AND FITTINGS REMOVED PRIOR TO FINISHING. 1.9 CLEANING AND PROTECTION A. REPAIR: AT COMPLETION OF CONSTRUCTION ACTIVITIES OF OTHER TRADES, TOUCH UP AND RESTORE DAMAGED OR DEFACED PAINTED SURFACES. SECTION 102613 - CORNER GUARDS 1.1 SUMMARY - SECTION INCLUDES: PVC -FREE CORNER GUARDS AND RETAINERS 1.2 ACTION SUBMITTALS: REFER TO THE REQUIRED SUBMITTAL LOGIN SECTION 013300 -SUBMITTAL PROCEDURES. 1.3 DELIVERY, STORAGE, AND HANDLING: FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS. 1A WARRANTY: MANUFACTURERS STANDARD LIMITED LIFETIME WARRANTY AGAINST MATERIAL AND MANUFACTURING DEFECTS. 1.5 PERFORMANCE REQUIREMENTS A. SURFACE BURNING CHARACTERISTICS: COMPLY WITH ASTM E 84 OR UL 723; TESTING BY A QUALIFIED TESTING AG=NCY IDENTIFY PRODUCTS WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AGENCY. 1. FLAME -SPREAD INDEX: 25 OR LESS. 2. SMOKE -DEVELOPED INDEX: 450 OR LESS, B. IMPACT STRENGTH: PROVIDE MATERIALS THAT HAVE BEEN TESTED IN ACCOR.DANCE'NITH THE APPLICABLE PROVISIONS OF ASTM D-256, IMPACT RESISTANCE OF PLASTICS. C. CHEMICAL AND STAIN RESISTANCE: PROVIDE MATERIAL- THAT SHOWS RESISTANCE TO STAIN WHEN TESTED IN ACCORDANCE WITH APPLICABLE PROVISIONS OF ASTM D-543, 1.6 CORNER GUARDS A. SURFACE -MOUNTED, PLASTIC -COVER CORNER GUARDS. ENGINEERED PETG EXTRUDED PLASTICCOVERCORNER GUARDS: MANUFACTURER'S STANDARD, PVC -FREE ASSEMBLY CONSISTING OF SNAP -ON, RESILIENT PLASTIC COVER INSTALLED OVER PVC -FREE REGRIND RETAINER: INCLUDING MOUNTING HARDWARE; FABRICATED WITH 90, 135 OR CUSTOM DEGREE TURN TC MATCH WALL CONDITION. 1. PRODUCT: REFER TO FINISH SCHEDULE ON DRAWINGS. 2. COLOR: REFER TO FINISH SCHEDULE ON DRAWINGS. 3. FASTENERS: MANUFACTURER'S STANDARD. 4. TOP AND BOTTOM CAPS: PREFABRICATED, INJECTION -MOLDED PLASTIC; COLOR MATCHING COVER; FIELD ADJUST;BLE FOR CLOSE ALIGNMENT WITH SNAP -ON COVER, 1.7 EXAMINATION A. EXAMINE AREAS AND CONDITIONS IN WHICH THE CORNER GUARD SYSTEM WILL BE INSTALLED. 1. COMPLETE ALL FINISHING OPERATIONS, INCLUDING PAINTING, BEFORE BEGINNING INSTALLATION OF CORNFR GUARD SYSTEM MATERIALS. 2. WALL SURFACE SHALL BE DRY AND FREE FROM DIRT, GREASE AND LOOSE PAINT, 1.8 PREPARATION: PRIOR TO INSTALLATION, CLEAN SUBSTRATE TO REMOVE DUST, DEBRIS .AND LOOSE PART rCLES 1.9 INSTALLATION: FOLLOW MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. 1.10 CLEANING: FOLLOW MANUFACTURER'S MAINTENANCE INSTRUCTIONS. SECTION 102800 - TOILET AND BATH ACCESSORIES 1.1 SUMMARY A. SECTION INCLUDES: 1. GRAB BARS, TOWEL DISPENSER, SOAP DISPENSERS, TOILET PAPER DISPENSERS, METAL FRAMED MIRRORS, MOP HOLDER WITH SHELF AND OTHER BATHROOM ACCESSORIES. 2. ACCESSORIES MOUNTED ON OR RECESSED IN WALLS AND TOILET COMPARTMENTS. 1.2 ACTION SUBMITTALS: REFER TO THE REQUIRED SUBMITTAL LOG IN SECTION 013300 - SUBMITTAL PROCEDURES. 1.3 CLOSEOUT SUBMITTALS: MAINTENANCE DATA. 1.4 WARRANTY A. MANUFACTURER'S SPECIAL WARRANTY FOR MIRRORS: MANUFACTURER AGREES TO REPAIR OR REPLACE MIRRORS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD. 1. WARRANTY PERIOD: 15 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 1.5 MANUFACTURERS: REFER TO THE FURNITURE. FIXTURE, AND EQUIPMENT SCHEDULES !N TI-IF DRAWINGS. 1.6 ACCESSORY COMPONENTS: REFER TO THE FURNITURE, FIXTURE. AND EQUIPMENT SChED(JLE S "i T uE DRA`APN1 S. 1.7 FINISHES A. STAINLESS STEEL: NO.4 SATIN LUSTER FINISH. B. BACK PAINT COMPONENTS WHERE CONTACT IS MADE WITH BUILDING FINISHES TO PREVENT ELECTROLYSIS. 1.8 EXAMINATION A. VERIFY THAT SITE CONDITIONS ARE READY TO RECEIVE WORK, REQUIRED BLOCKING IS INSTALLED ,AND ❑IMEJS!ONS AIRE AS INSTRUCTED BY THE MANUFACTURER. B. VERIFY EXACT LOCATION OF ACCESSORIES FOR INSTALLATION. 1.9 PREPARATION A. DELIVER INSERTS AND ROUGH -IN FRAMES TO SITE FOR TIMELY INSTALLATION, B. PROVIDE TEMPLATES AND ROUGH -IN MEASUREMENTS AS REQUIRED, e aese � + . _ _V I - i 4 es a� architle ctur 17�,08 F Golum. -bus Drive designs i v!esaxchifec;ure.com All reproduction & intellectual property rights reserved 2017 Project �'�� _. Y- 72 _D , '% . 0 4;% ; _ni -- - , -P, �� %W -"- -, �, 16 W S #. ,64 N105�_:"`#�141C'1611fl I'le ,*-_;:i, ` 4 4k,, DING (FL) - ZEPHYRHILLS 59357-Srre4� Z=-P :h, hy°rhills, i r}n" •/ i" IIL- 33j u� Prepared IJr DAVITA MEDICAL GROUP In Association W4.h. HEES & ASSt,•CIu,TES, IiVC CONTACT: KARL HEES 1381 5TH ST SARASOTA, FL 34236 PHONE: 941.955.4555 GENESIS ENGiNEER GROUP, LLC CONTAU: " 9KE HANEY 1000 N ASHLEY OP,. hC IAMPA, FL PHONE- 813.523.E 5 GENESIS ENGINEER GROUP, LL C CONTACT: MIKE HANEY 1000 N. ASHLEY DR. 4900 TAIMPA. FL PHONE. 813.523.E-^55 . r; flp sior",ai Neal - .. /}.�1. `.`'% V yr� I `I fsi . C' 1-1-1i t,,j ` ` - ' 4 ('' a , r'`T !. ` " r po �Z.s 'S�' ��d a�,.q,. �:,V Andrew J. Doilme^; All 121 i V//t,18 15805 11:22:44 AM No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Oer_{ir'ic!I Date Drawn Bv: VV•1 Checked :v: Sr : Project!'. umiber: 18 19J Street Title SPECIFICATION Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number a SECTION 102800 - TOILET AND BATH ACCESSORIES (CONTINUED) 1.10 iNSTALLA T ION A. 'VERIFY THAT BLOCKING, BRACING, AND OTHER SUPPORT MEMBERS AND ANCHORAGE HAVE BEENINSTALLED WITHIN ALIGNMENT TOLERANCES REQUIRED BY TOILET ACCESSORY MANUFACTURER. B, INSTALL ACCESSORIES ACCORDING TC M.AlvUr-ACTURE>,.S 4VRi TEN INSTRUCTIONS. USING VANDAL -RESISTANT FASTENERS APPROPRIATE TO SUBSTRATE INDICATED AND RECOMMENDED BY UNIT MANUFACTURER. iNSTALL UNITS LEVEL, PLUMB, AND FIRMLY ANCHORED IN LOCATIONS AND AT HEIGHTS INDICATED. C. CRAB BARS: INSTALL TO WITHSTAND A DOWNWARD LOAD OF AT LEAST 250 LSF, WHEN TESTED ACCORDING TO METHOD IN ASTM F446. 1.15 ADJUSTING AND CLEANING A. ADJUST ACCESSORIES FOR UNENCUMBERED, SMOOTH OPERATION. REPLACE DAMAGED OR DEFECTIVE ITEMS, B. REMOVE TEMPORARY LABELS AND PROTECTIVE COATINGS. C. CLEAN AND POLISH EXPOSED SURFACES ACCORDING TO MANUFACTURER'S WRITTEN RECOMMENDATIONS. SECTION 104413 - FIRE EXTINGUISHERS AND CABINETS 1.1 SUMMARY A. SECTION INCLUDES: 1, PORTABLE, HAND -CARRIED FIRE EXTINGUISHERS AND MOUNTING BRACKETS. 2. FIRE -PROTECTION CABINETS AND ACCESSORIES. 1.2 ACTION SUBMITTALS: REFER TO THE REQUIRED SUBMITTAL LOG IN SECTION 013300 - SUBMITTAL PROCEDURES 1.3 CLOSEOUT SUBMITTALS: OPERATION AND MAINTENANCE DATA. 1.4 QUALITY ASSURANCE A. PROVIDE UNITS CONFORMING WITH NFPA 10 FOR PORTABLE FIRE EXTINGUISHERS. B. COORDINATE TYPE AND CAPACITY OF FIRE EXTINGUISHERS WITH FIRE -PROTECTION CABINETS TO ENSURE FIT AND FUNCTION. C. COORDINATED SIZES AND LOCATIONS OF FIRE -PROTECTION CABINETS WITH WALL DEPTHS. 1.5 WARRANTY A. SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE FIRE EXTINGUISHERS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD. 1. WARRANTY PERIOD: SIX YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 1.6 PERFORMANCE REQUIREMENTS: A. FIRE EXTINGUISHERS: LISTED AND LABELED FOR TYPE, RATING, AND CLASSIFICATION BY AN INDEPENDENT TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 1.7 PORTABLE, HAND -CARRIED FIRE EXTINGUISHERS A. FIRE EXTINGUISHERS: TYPE, SIZE, AND CAPACITY FOR EACH FIRE -PROTECTION CABINET AND MOUNTING BRACKET INDICATED 1. INSTRUCTION LABELS: INCLUDE PICTORIAL. MARKING SYSTEM COMPLYING WITH NFPA 10, APPENDIX B, AND BAR CODING FOR DOCUMENTING FIRE-EXTINGUISHER LOCATION, INSPECTIONS, MAINTENANCE, AND RECHARGING. B. MUL T IPURPOSE DRY -CHEMICAL TYPE: UL-RATED EXTINGUISHER UNIT CONTAINING A FLUIDIZED AND SILICONIZED MONO AMMONIUM PHOSPHATE POWDER; NONCONDUCTIVE AND NONTOXIC. 1. PRODUCT: REFER TO EQUIPMENT SCHEDULE ON LIFE SA'rETY PLAN. 2. CONSTRUCTION: HEAVY DUTY STEEL CYLINDER WITH METAL VALVE AND SIPHON TUBE, O-RING SEAL, REPLACEABLE VALVE STEM SEAL, VISUAL PRESSURE GAGE, PULL PIN AND UPRIGHT SQUEEZE GRIP. 3. FINISH: FACTORY POWDER -COATED; RED. 4. EFFECTIVENESS (RATING): CLASS A, B, .AND C FIRES. 1.2 SEMMI-RECESSED FIRE EX!NGUISHER CABINETS A. CABINET WITH ALUMINUM TRIM AND DOOR: REFER TO EQUIPMENT SCHEDULE ON LIFE SAFETY PLAN. 1. CABINET STYLE: SEMI -RECESSED, 3 INCH ROLLED EDGE. 2. COMPONENTS: a. TUB: ROLLED STEEL. b. DOOR AND TRIM CONSTRUCTION: ROLLED STEEL WITH 5/8 INCH DOORSTOP ATTACHED BY CONTINUOUS HINGE WITH ZINC PLATED HANDLE AND ROLLER CATCH. c. FINISH: WHITE POWDER COAT FINISH. d, DOOR STYLE: TYPE V, VERTICAL DUO. e. DOOR GLAZING: CLEAR TEMPERED. f. ADDITIONAL OPTIONS: 1) 'VERTICAL LETTERING. a) TYPE: DECAL LETTERING. b) TEXT: FIRE EXTINGUISHER. c) COLOR: RED. 2) DOOR HARDWARE: a) STANDARD ZINC -PLATED HANDLE. 1.9 MOUNTING BRACKETS - WHERE APPLICABLE A. MOUNTING BRACKETS: MANUFACTURER'S STANDARD STEEL, DESIGNED TO SECURE FIRE EXTINGUISHER TO WALL OR STRUCTURE, OF SIZES REQUIRED FOR TYPES AND CAPACITIES OF FIRE EXTINGUISHERS INDICATED, WITH PLATED OR RED BAKED -ENAMEL FINISH. B. IDENTIFICATION: LETTERING COMPLYING WITH AUTHORITIES HAVING JURISDICTION FOR LETTER STYLE, SIZE, SPACING, AND LOCATION. LOCATE AS INDICATED BY FIRE MARSHAL. SECTION 123661 - SOLID SURFACE COUNTERTOPS 1.1 SUMMARY A. SECTION INCLUDES: 1, SOLID SURFACE MATERIAL COUNTERTOPS. 2. SOLID SURFACE MATERIAL BACKSPLASHES. 3. SOLID SURFACE MATERIAL END SPLASHES. 4. SOLID SURFACE MATERIAL APRON FRONTS. 5. SOLID SURFACE MATERIAL SINKS. 1.2 ACTION SUBMITTALS A. REFER TO THE REQUIRED SUBMITTAL LOGIN SECTION 013300 -SUBMITTAL PROCEDURES. B. PRODUCT DATA: FOR COUNTERTOP MATERIALS AND SINKS. C. SUSTAINABLE DESIGN SUBMITTALS: 1. FOR ADHESIVES AND COMPOSITE WOOD PRODUCTS, DOCUMENTATION INDICATING THAT PRODUCT CONTAINS NO UREA FORMALDEHYDE. 2. FOR ADHESIVES AND SEALANTS, DOCUMENTATION INDICATING THAT PRODUCTS COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES' "STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS." 3. RECYCLED CONTENT DOCUMENTATION INCLUDING PRE -CONSUMER AND POST -CONSUMER RECYCLED CONTENT, 4. DOCUMENTATION INDICATING THAT MATERIALS ARE REGIONALLY MANUFACTURED AND WITHIN 500 MILES OF THE PROJECT SITE, D. CHEMICAL -RESISTANCE DATA. E. SHOP DRAWINGS: FOR COUNTERTOPS. SHOW MATERIALS, FINISHES, EDGE AND BACKSPLASH PROFILES, METHODS OF JOINING, AND CUTOUTS FOR PLUMBING FIXTURES. F. SAMPLES: VERIFY WITH ARCHITECT. 1.3 WARRANTY A. PROVIDE MANUFACTURER'S WARRANTY AGAINST DEFECTS IN MATERIALS. 1. WARRANTY SHALL PROVIDE MATERIAL AND LABOR TO REPAIR OR REPLACE DEFECTIVE MATERIALS. 2. DAMAGE CAUSED BY PHYSICAL OR CHEMICAL ABUSE OR DAMAGE FROM EXCESSIVE HEAT WILL NOT BE WARRANTED. B. OPTIONAL INSTALLED WARRANTY 1. TO QUALIFY FOR THE OPTIONAL INSTALLED WARRANTY, FABRICATION AND INSTALLATION MUST BE PERFORMED BY A MANUFACTURER -CERTIFIED FABRICATION/INSTALLATION SOURCE WHO WILL PROVIDE A BRAND PLATE FOR THE APPLICATION. 2. THIS WARRANTY COVERS ALL FABRICATION AND INSTALLATION PERFORMED BY THE CERTIFIED/APPROVED SOURCE SUBJECT TO THE SPECIFIC WORDING CONTAINED IN THE INSTALLED WARRANTY CARD. C. MANUFACTURER'S WARRANTY PERIOD: 1. TEN YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 1.4 MAINTENANCE: PROVIDE MAINTENANCE REQUIREMENTS AS SPECIFIED BY THE MANUFACTURER 1.5 SOLID SURFACE COUNTERTOP COMPONENTS A. CONFIGURATION: PROVIDE COUNTERTOPS WITH THE FOLLOWING FRONT AND BACKSPLASH STYLE: 1. FRONT: a. SLIGHTLY EASED AT EXPOSED EDGES WITH 1-1/2" HIGH FACE b. NO -DRIP PROFILE AT TOP EDGE WITH 1-1/2" HIGH FACE, UNLESS NOTED OTHERWISE ON DRAWINGS. 2. BACKSPLASH AND SIDESPLASH: a. SLIGHTLY EASED AT EXPOSED CORNERS AND EDGES. B. COUNTERTOPS: 1/2-INCH THICK, SOLID SURFACE MATERIAL LAMINATED TO 3/4-INCH THICK PARTICLEBOARD WITH EXPOSED EDGES BUILT UP WITH 1/2-INCH THICK, SOLID SURFACE MATERIAL. C. BACKSPLASHES: 3/4-INCH THICK, SOLID SURFACE MATERIAL. 1.6 MATERIALS A. CERTIFIED WOOD MATERIALS: FABRICATE COUNTERTOPS WITH WOOD AND WOOD -BASED PRODUCTS PRODUCED FROM WOOD OBTAINED FROM FORESTS CERTIFIED BY AN FSC-ACCREDITED CERTIFICATION BODY TO COMPLY WITH FSC STD-01-001, "FSC PRINCIPLES AND CRITERIA FOR FOREST STEWARDSHIP." B. COMPOSITE WOOD AND AGRIFIBER PRODUCTS: PROVIDE PRODUCTS THAT COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES""STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS," INCLUDING 2004 ADDENDA. C. PARTICLEBOARD: ANSI A208.1, GRADE M-2, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. D. ADHESIVES: ADHESIVES SHALL COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES' "STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS." 1. JOINT ADHESIVE: MANUFACTURER'S STANDARD ONE- OR TWO-PART ADHESIVE KIT TO CREATE INCONSPICUOUS, NONPOROUS JOINTS. 2. SEALANT: MANUFACTURER'S STANDARD MILDEW -RESISTANT, FDA -COMPLIANT, NSF 51-COMPLIANT (FOOD ZONE -ANY TYPE), UL-LISTED SILICONE SEALANT IN COLORS MATCHING COMPONENTS. 3. SINK MOUNTING HARDWARE: MANUFACTURER'S STANDARD BOWL CLIPS, PANEL INSERTS AND FASTENERS FOR ATTACHMENT OF UNDERMOUNT SINKS. E. SOLID SURFACE MATERIAL: HOMOGENEOUS -FILLED PLASTIC RESIN COMPLYING WITH ICPA SS-1. 1. MANUFACTURER: REFER TO FINISH SCHEDULE ON DRAWINGS. 2. INTEGRAL SINK BOWLS: COMPLY WITH ISSFA-2 AND ANSI Z124.3, TYPE 5 OR TYPE 6, WITHOUT A PRECOATED FINISH. a. MODEL: REFER TO FINISH SCHEDULE ON DRAWINGS. 3. COLOR AND PATTERNS: a. COUNTERTOPS: REFER TO FINISH SCHEDULE ON DRAWINGS. b. INTEGRAL SINKS: REFER TO FINISH SCHEDULE ON DRAWINGS. F. SHAPES MEET OR EXCEED THE ANSI Z124.3 AND ANSI Z124.6 STANDARDS FOR PLASTIC SINKS AND LAVATORIES. 1.7 EXAMINATION A. EXAMINE SUBSTRATES AND CONDITIONS, WITH FABRICATOR PRESENT FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF WORK. B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 1.8 INSTALLATION A. INSTALL COMPONENTS PLUMB, LEVEL AND RIGID, SCRIBED TO ADJACENT FINISHES, IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND PRODUCT DATA. 1. PROVIDE PRODUCT IN THE LARGEST PIECES AVAILABLE. 2, FORM FIELD JOINTS USING MANUFACTURER'S RECOMMENDED ADHESIVE, WITH JOINTS INCONSPICUOUS IN FINISHED WORK. a. EXPOSED JOINTS/SEAMS SHALL NOT BE ALLOWED. 3. REINFORCE FIELD JOINTS WITH SOLID SURFACE STRIPS EXTENDING A MINIMUM OF 1 INCH ON EITHER SIDE OF THE SEAM WITH THE STRIP BEING THE SAME THICKNESS AS THE TOP. 4. CUT AND FINISH COMPONENT EDGES WITH CLEAN, SHARP RETURNS. 5. ROUT RADII AND CONTOURS TO TEMPLATE. 6, ANCHOR SECURELY TO BASE CABINETS OR OTHER SUPPORTS. 7. ALIGN ADJACENT COUNTERTOPS AND FORM SEAMS TO COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS USING ADHESIVE IN COLOR TO MATCH COUNTERTOP, 8. CAREFULLY DRESS JOINTS SMOOTH, REMOVE SURFACE SCRATCHES AND CLEAN ENTIRE SURFACE. 9. INSTALL COUNTERTOPS WITH NO MORE THAN 1/8-INCH (3 MM) SAG, BOW OR OTHER VARIATION FROM A STRAIGHT LINE. B. APPLIED BACKSPLASHES AND SIDESPLASHES: 1. INSTALL APPLIED SIDESPLASHES USING MANUFACTURER'S STANDARD COLOR -MATCHED SILICONE SEALANT, 2. ADHERE APPLIED SIDESPLASHES TO COUNTERTOPS USING MANUFACTURER'S STANDARD COLORMATCHED SILICONE SEALANT. C. INTEGRAL SINKS: 3, PROVIDE SOLID SURFACE MATERIALS BOWLS AND/OR LAVATORIES SINKS WITH OVERFLOWS IN LOCATIONS SHOWN ON THE DRAWINGS. 4. SECURE SINKS AND LAVATORY BOWLS TO TOPS USING MANUFACTURER'S RECOMMENDED SEALANT, ADHESIVE AND MOUNTING HARDWARE TO MAINTAIN WARRANTY. 1.9 REPAIR A. REPAIR OR REPLACE DAMAGED WORK WHICH CANNOT BE REPAIRED TO ARCHITECT'S SATISFACTION. 1.10 CLEANING AND PROTECTION A. KEEP COMPONENTS CLEAN DURING INSTALLATION. B. REMOVE ADHESIVES, SEALANTS AND OTHER STAINS. s e� 10 Ras s m> 170E if " ' Drive 6 :3 ¢ Tampa, #{'lipt-".3'P �.;'`,�`�0•, °AA333 A!! reproduction & inteliectua6 property rights reserved 2017 Project Fiavita ZEI!►` _ - FL 33542 Prepared for DAVITA MEDICAL GROUP In Assoriat!Cn with. CONTACT: KARL HEES 1381 51 H ST SARASOTA, FL 34236 PHONE: 941.955.4555 GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASH. LEY CJR. #9001 TAMPA, FL PHONE: 813,523,6455 GENESIS ENGINEER GROUP, LLC CONTACT. MICE ;-IANEY 1000 N. ASHLEY DR. #90-01 FL PHONE: 813,523.6455 ��Andrew J. Dohmen, A:=- # 12.11012_10 18 15605 11:22:44 AM No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Desortstlon Date Draw i By: ,+nu; Checked By: ;'?C ('noiect Number: Sheet Titie Orlgina', drawing is 24 x 36 Dc not scale curitefits of drawing Sheet Number SECTION 102800 - TOILET AND BATH ACCESSORIES (CONTINUED) 1.10 iNSTALLA T ION A. 'VERIFY THAT BLOCKING, BRACING, AND OTHER SUPPORT MEMBERS AND ANCHORAGE HAVE BEENINSTALLED WITHIN ALIGNMENT TOLERANCES REQUIRED BY TOILET ACCESSORY MANUFACTURER. B, INSTALL ACCESSORIES ACCORDING TC M.AlvUr-ACTURE>,.S 4VRi TEN INSTRUCTIONS. USING VANDAL -RESISTANT FASTENERS APPROPRIATE TO SUBSTRATE INDICATED AND RECOMMENDED BY UNIT MANUFACTURER. iNSTALL UNITS LEVEL, PLUMB, AND FIRMLY ANCHORED IN LOCATIONS AND AT HEIGHTS INDICATED. C. CRAB BARS: INSTALL TO WITHSTAND A DOWNWARD LOAD OF AT LEAST 250 LSF, WHEN TESTED ACCORDING TO METHOD IN ASTM F446. 1.15 ADJUSTING AND CLEANING A. ADJUST ACCESSORIES FOR UNENCUMBERED, SMOOTH OPERATION. REPLACE DAMAGED OR DEFECTIVE ITEMS, B. REMOVE TEMPORARY LABELS AND PROTECTIVE COATINGS. C. CLEAN AND POLISH EXPOSED SURFACES ACCORDING TO MANUFACTURER'S WRITTEN RECOMMENDATIONS. SECTION 104413 - FIRE EXTINGUISHERS AND CABINETS 1.1 SUMMARY A. SECTION INCLUDES: 1, PORTABLE, HAND -CARRIED FIRE EXTINGUISHERS AND MOUNTING BRACKETS. 2. FIRE -PROTECTION CABINETS AND ACCESSORIES. 1.2 ACTION SUBMITTALS: REFER TO THE REQUIRED SUBMITTAL LOG IN SECTION 013300 - SUBMITTAL PROCEDURES 1.3 CLOSEOUT SUBMITTALS: OPERATION AND MAINTENANCE DATA. 1.4 QUALITY ASSURANCE A. PROVIDE UNITS CONFORMING WITH NFPA 10 FOR PORTABLE FIRE EXTINGUISHERS. B. COORDINATE TYPE AND CAPACITY OF FIRE EXTINGUISHERS WITH FIRE -PROTECTION CABINETS TO ENSURE FIT AND FUNCTION. C. COORDINATED SIZES AND LOCATIONS OF FIRE -PROTECTION CABINETS WITH WALL DEPTHS. 1.5 WARRANTY A. SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE FIRE EXTINGUISHERS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD. 1. WARRANTY PERIOD: SIX YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 1.6 PERFORMANCE REQUIREMENTS: A. FIRE EXTINGUISHERS: LISTED AND LABELED FOR TYPE, RATING, AND CLASSIFICATION BY AN INDEPENDENT TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 1.7 PORTABLE, HAND -CARRIED FIRE EXTINGUISHERS A. FIRE EXTINGUISHERS: TYPE, SIZE, AND CAPACITY FOR EACH FIRE -PROTECTION CABINET AND MOUNTING BRACKET INDICATED 1. INSTRUCTION LABELS: INCLUDE PICTORIAL. MARKING SYSTEM COMPLYING WITH NFPA 10, APPENDIX B, AND BAR CODING FOR DOCUMENTING FIRE-EXTINGUISHER LOCATION, INSPECTIONS, MAINTENANCE, AND RECHARGING. B. MUL T IPURPOSE DRY -CHEMICAL TYPE: UL-RATED EXTINGUISHER UNIT CONTAINING A FLUIDIZED AND SILICONIZED MONO AMMONIUM PHOSPHATE POWDER; NONCONDUCTIVE AND NONTOXIC. 1. PRODUCT: REFER TO EQUIPMENT SCHEDULE ON LIFE SA'rETY PLAN. 2. CONSTRUCTION: HEAVY DUTY STEEL CYLINDER WITH METAL VALVE AND SIPHON TUBE, O-RING SEAL, REPLACEABLE VALVE STEM SEAL, VISUAL PRESSURE GAGE, PULL PIN AND UPRIGHT SQUEEZE GRIP. 3. FINISH: FACTORY POWDER -COATED; RED. 4. EFFECTIVENESS (RATING): CLASS A, B, .AND C FIRES. 1.2 SEMMI-RECESSED FIRE EX!NGUISHER CABINETS A. CABINET WITH ALUMINUM TRIM AND DOOR: REFER TO EQUIPMENT SCHEDULE ON LIFE SAFETY PLAN. 1. CABINET STYLE: SEMI -RECESSED, 3 INCH ROLLED EDGE. 2. COMPONENTS: a. TUB: ROLLED STEEL. b. DOOR AND TRIM CONSTRUCTION: ROLLED STEEL WITH 5/8 INCH DOORSTOP ATTACHED BY CONTINUOUS HINGE WITH ZINC PLATED HANDLE AND ROLLER CATCH. c. FINISH: WHITE POWDER COAT FINISH. d, DOOR STYLE: TYPE V, VERTICAL DUO. e. DOOR GLAZING: CLEAR TEMPERED. f. ADDITIONAL OPTIONS: 1) 'VERTICAL LETTERING. a) TYPE: DECAL LETTERING. b) TEXT: FIRE EXTINGUISHER. c) COLOR: RED. 2) DOOR HARDWARE: a) STANDARD ZINC -PLATED HANDLE. 1.9 MOUNTING BRACKETS - WHERE APPLICABLE A. MOUNTING BRACKETS: MANUFACTURER'S STANDARD STEEL, DESIGNED TO SECURE FIRE EXTINGUISHER TO WALL OR STRUCTURE, OF SIZES REQUIRED FOR TYPES AND CAPACITIES OF FIRE EXTINGUISHERS INDICATED, WITH PLATED OR RED BAKED -ENAMEL FINISH. B. IDENTIFICATION: LETTERING COMPLYING WITH AUTHORITIES HAVING JURISDICTION FOR LETTER STYLE, SIZE, SPACING, AND LOCATION. LOCATE AS INDICATED BY FIRE MARSHAL. SECTION 123661 - SOLID SURFACE COUNTERTOPS 1.1 SUMMARY A. SECTION INCLUDES: 1, SOLID SURFACE MATERIAL COUNTERTOPS. 2. SOLID SURFACE MATERIAL BACKSPLASHES. 3. SOLID SURFACE MATERIAL END SPLASHES. 4. SOLID SURFACE MATERIAL APRON FRONTS. 5. SOLID SURFACE MATERIAL SINKS. 1.2 ACTION SUBMITTALS A. REFER TO THE REQUIRED SUBMITTAL LOGIN SECTION 013300 -SUBMITTAL PROCEDURES. B. PRODUCT DATA: FOR COUNTERTOP MATERIALS AND SINKS. C. SUSTAINABLE DESIGN SUBMITTALS: 1. FOR ADHESIVES AND COMPOSITE WOOD PRODUCTS, DOCUMENTATION INDICATING THAT PRODUCT CONTAINS NO UREA FORMALDEHYDE. 2. FOR ADHESIVES AND SEALANTS, DOCUMENTATION INDICATING THAT PRODUCTS COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES' "STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS." 3. RECYCLED CONTENT DOCUMENTATION INCLUDING PRE -CONSUMER AND POST -CONSUMER RECYCLED CONTENT, 4. DOCUMENTATION INDICATING THAT MATERIALS ARE REGIONALLY MANUFACTURED AND WITHIN 500 MILES OF THE PROJECT SITE, D. CHEMICAL -RESISTANCE DATA. E. SHOP DRAWINGS: FOR COUNTERTOPS. SHOW MATERIALS, FINISHES, EDGE AND BACKSPLASH PROFILES, METHODS OF JOINING, AND CUTOUTS FOR PLUMBING FIXTURES. F. SAMPLES: VERIFY WITH ARCHITECT. 1.3 WARRANTY A. PROVIDE MANUFACTURER'S WARRANTY AGAINST DEFECTS IN MATERIALS. 1. WARRANTY SHALL PROVIDE MATERIAL AND LABOR TO REPAIR OR REPLACE DEFECTIVE MATERIALS. 2. DAMAGE CAUSED BY PHYSICAL OR CHEMICAL ABUSE OR DAMAGE FROM EXCESSIVE HEAT WILL NOT BE WARRANTED. B. OPTIONAL INSTALLED WARRANTY 1. TO QUALIFY FOR THE OPTIONAL INSTALLED WARRANTY, FABRICATION AND INSTALLATION MUST BE PERFORMED BY A MANUFACTURER -CERTIFIED FABRICATION/INSTALLATION SOURCE WHO WILL PROVIDE A BRAND PLATE FOR THE APPLICATION. 2. THIS WARRANTY COVERS ALL FABRICATION AND INSTALLATION PERFORMED BY THE CERTIFIED/APPROVED SOURCE SUBJECT TO THE SPECIFIC WORDING CONTAINED IN THE INSTALLED WARRANTY CARD. C. MANUFACTURER'S WARRANTY PERIOD: 1. TEN YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 1.4 MAINTENANCE: PROVIDE MAINTENANCE REQUIREMENTS AS SPECIFIED BY THE MANUFACTURER 1.5 SOLID SURFACE COUNTERTOP COMPONENTS A. CONFIGURATION: PROVIDE COUNTERTOPS WITH THE FOLLOWING FRONT AND BACKSPLASH STYLE: 1. FRONT: a. SLIGHTLY EASED AT EXPOSED EDGES WITH 1-1/2" HIGH FACE b. NO -DRIP PROFILE AT TOP EDGE WITH 1-1/2" HIGH FACE, UNLESS NOTED OTHERWISE ON DRAWINGS. 2. BACKSPLASH AND SIDESPLASH: a. SLIGHTLY EASED AT EXPOSED CORNERS AND EDGES. B. COUNTERTOPS: 1/2-INCH THICK, SOLID SURFACE MATERIAL LAMINATED TO 3/4-INCH THICK PARTICLEBOARD WITH EXPOSED EDGES BUILT UP WITH 1/2-INCH THICK, SOLID SURFACE MATERIAL. C. BACKSPLASHES: 3/4-INCH THICK, SOLID SURFACE MATERIAL. 1.6 MATERIALS A. CERTIFIED WOOD MATERIALS: FABRICATE COUNTERTOPS WITH WOOD AND WOOD -BASED PRODUCTS PRODUCED FROM WOOD OBTAINED FROM FORESTS CERTIFIED BY AN FSC-ACCREDITED CERTIFICATION BODY TO COMPLY WITH FSC STD-01-001, "FSC PRINCIPLES AND CRITERIA FOR FOREST STEWARDSHIP." B. COMPOSITE WOOD AND AGRIFIBER PRODUCTS: PROVIDE PRODUCTS THAT COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES""STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS," INCLUDING 2004 ADDENDA. C. PARTICLEBOARD: ANSI A208.1, GRADE M-2, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. D. ADHESIVES: ADHESIVES SHALL COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES' "STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS." 1. JOINT ADHESIVE: MANUFACTURER'S STANDARD ONE- OR TWO-PART ADHESIVE KIT TO CREATE INCONSPICUOUS, NONPOROUS JOINTS. 2. SEALANT: MANUFACTURER'S STANDARD MILDEW -RESISTANT, FDA -COMPLIANT, NSF 51-COMPLIANT (FOOD ZONE -ANY TYPE), UL-LISTED SILICONE SEALANT IN COLORS MATCHING COMPONENTS. 3. SINK MOUNTING HARDWARE: MANUFACTURER'S STANDARD BOWL CLIPS, PANEL INSERTS AND FASTENERS FOR ATTACHMENT OF UNDERMOUNT SINKS. E. SOLID SURFACE MATERIAL: HOMOGENEOUS -FILLED PLASTIC RESIN COMPLYING WITH ICPA SS-1. 1. MANUFACTURER: REFER TO FINISH SCHEDULE ON DRAWINGS. 2. INTEGRAL SINK BOWLS: COMPLY WITH ISSFA-2 AND ANSI Z124.3, TYPE 5 OR TYPE 6, WITHOUT A PRECOATED FINISH. a. MODEL: REFER TO FINISH SCHEDULE ON DRAWINGS. 3. COLOR AND PATTERNS: a. COUNTERTOPS: REFER TO FINISH SCHEDULE ON DRAWINGS. b. INTEGRAL SINKS: REFER TO FINISH SCHEDULE ON DRAWINGS. F. SHAPES MEET OR EXCEED THE ANSI Z124.3 AND ANSI Z124.6 STANDARDS FOR PLASTIC SINKS AND LAVATORIES. 1.7 EXAMINATION A. EXAMINE SUBSTRATES AND CONDITIONS, WITH FABRICATOR PRESENT FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF WORK. B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 1.8 INSTALLATION A. INSTALL COMPONENTS PLUMB, LEVEL AND RIGID, SCRIBED TO ADJACENT FINISHES, IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND PRODUCT DATA. 1. PROVIDE PRODUCT IN THE LARGEST PIECES AVAILABLE. 2, FORM FIELD JOINTS USING MANUFACTURER'S RECOMMENDED ADHESIVE, WITH JOINTS INCONSPICUOUS IN FINISHED WORK. a. EXPOSED JOINTS/SEAMS SHALL NOT BE ALLOWED. 3. REINFORCE FIELD JOINTS WITH SOLID SURFACE STRIPS EXTENDING A MINIMUM OF 1 INCH ON EITHER SIDE OF THE SEAM WITH THE STRIP BEING THE SAME THICKNESS AS THE TOP. 4. CUT AND FINISH COMPONENT EDGES WITH CLEAN, SHARP RETURNS. 5. ROUT RADII AND CONTOURS TO TEMPLATE. 6, ANCHOR SECURELY TO BASE CABINETS OR OTHER SUPPORTS. 7. ALIGN ADJACENT COUNTERTOPS AND FORM SEAMS TO COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS USING ADHESIVE IN COLOR TO MATCH COUNTERTOP, 8. CAREFULLY DRESS JOINTS SMOOTH, REMOVE SURFACE SCRATCHES AND CLEAN ENTIRE SURFACE. 9. INSTALL COUNTERTOPS WITH NO MORE THAN 1/8-INCH (3 MM) SAG, BOW OR OTHER VARIATION FROM A STRAIGHT LINE. B. APPLIED BACKSPLASHES AND SIDESPLASHES: 1. INSTALL APPLIED SIDESPLASHES USING MANUFACTURER'S STANDARD COLOR -MATCHED SILICONE SEALANT, 2. ADHERE APPLIED SIDESPLASHES TO COUNTERTOPS USING MANUFACTURER'S STANDARD COLORMATCHED SILICONE SEALANT. C. INTEGRAL SINKS: 3, PROVIDE SOLID SURFACE MATERIALS BOWLS AND/OR LAVATORIES SINKS WITH OVERFLOWS IN LOCATIONS SHOWN ON THE DRAWINGS. 4. SECURE SINKS AND LAVATORY BOWLS TO TOPS USING MANUFACTURER'S RECOMMENDED SEALANT, ADHESIVE AND MOUNTING HARDWARE TO MAINTAIN WARRANTY. 1.9 REPAIR A. REPAIR OR REPLACE DAMAGED WORK WHICH CANNOT BE REPAIRED TO ARCHITECT'S SATISFACTION. 1.10 CLEANING AND PROTECTION A. KEEP COMPONENTS CLEAN DURING INSTALLATION. B. REMOVE ADHESIVES, SEALANTS AND OTHER STAINS. s e� 10 Ras s m> 170E if " ' Drive 6 :3 ¢ Tampa, #{'lipt-".3'P �.;'`,�`�0•, °AA333 A!! reproduction & inteliectua6 property rights reserved 2017 Project Fiavita ZEI!►` _ - FL 33542 Prepared for DAVITA MEDICAL GROUP In Assoriat!Cn with. CONTACT: KARL HEES 1381 51 H ST SARASOTA, FL 34236 PHONE: 941.955.4555 GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASH. LEY CJR. #9001 TAMPA, FL PHONE: 813,523,6455 GENESIS ENGINEER GROUP, LLC CONTACT. MICE ;-IANEY 1000 N. ASHLEY DR. #90-01 FL PHONE: 813,523.6455 ��Andrew J. Dohmen, A:=- # 12.11012_10 18 15605 11:22:44 AM No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Desortstlon Date Draw i By: ,+nu; Checked By: ;'?C ('noiect Number: Sheet Titie Orlgina', drawing is 24 x 36 Dc not scale curitefits of drawing Sheet Number 1. PROJECT OVERVIEW LOCATION: I ADDRESS: PROJECT TYPE: PROJECT DESCRIPTION: ZEPHYRHiLLS. FL 33542 5935 7TH STREET -- - NEW CONSTRUCTION: NO ADDITION: NO ALTERATION LEVEL: --- --_- _-.- ---- ---- - - --- 12 REMODELING AND RENOVATIONS OF A FORMER OUTPATIENT SURGERY CENTER TO BECOME A NEW MEDICAL OFFICE APPLICABLE CODES: 6TH EDITION 2017 FLORIDA BUILDING CODE: ACCESSIBILITY • 6TH EDITION 2017 FLORIDA BUILDING CODE: BUILDING • 6TH EDITION 2017 FLORIDA BUILDING CODE: EXISTING BUILDING • 6TH EDITION 2017 FLORIDA BUILDING CODE: PLUMBING • 6TH EDITION 2017 FLORIDA BUILDING CODE: MECHANICAL • 6TH EDITION 2017 FLORIDA BUILDING CODE: ENERGY CONSERVATION • 6TH EDITION 2017 FLORIDA FIRE PREVENTION CODE • FLORIDA SPECIFIC EDITION 2015 NFPA 101 LIFE SAFETY CODE • NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS • 2011 NFPA 70 - NATIONAL ELECTRIC CODE OCCUPANCY CLASSIFICATION: B BUSINESS MIXED USE OCCUPANCY: N/A - - -- - - SEPARATED OCCUPANCIES: N/A NIA NON -SEPARATED OCCUPANCIES: RISK CATEGORY 12 EXPOSURE CATEGORY - EXPOSURE B-------- -- ASCE 7-10 WINDSPEEDS 140 MPH (1609.3(3)) 2. BUILDING INFORMATION CONSTRUCTION TYPE: TYPE IIIB SPRINKLERED: NOWSPINKLERED DMG (FL) - ZEPHYRHILLS : LIFE 3. FIRE AND SMOKE PROTECTION FEATURES BUILDING EXTERIOR WALL FIRE- = N/A: EXISTING BUILDING RESISTANCE RATING BASED SEPARATION DISTANCE: MAXIMUM AREA OF EXTERIOR OPENINGS = N/A: EXISTING BUILDING ALLOWED BASED ON FIRE SEPARATION DISTANCE AND OPENING PROTECTION: FIRE PROTECTION OF BUILDING STRUCTURAL ELEMENTS PER TYPE IIIB CONSTRUCTION TYPE: SAFETY AND CODE INFORMATION MOST RESTRICTIVE: TYPE BUILDING ELEMENT FIRE RATING PRIMARY STRUCTURAL FRAME: EXTERIOR 0 BEARING WALLS: EXTERIOR 2 INTERIOR 0 NON -BEARING WALLS AND PARTITIONS: EXTERIOR 0 INTERIOR 0 - - FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS: - - 0 ---- --- ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS: 0 -- BUILDING INTERIOR FIRE -RESISTANCE OCCUPANCY SEPARATIONS: N/A RATINGS REQUIRED:_ -- CORRIDOR SEPARATIONS: N/A -- -------- ----------- - - - FLOOR SEPARATIONS: NIA - -- I VERTICAL OPENINGS: N/� A --- - -- SHAFT ENCLOSURES: (CONNECTING LESS THAN FOUR STORIES) N/A STORY LIMIT: 2 STORIES (TABLE 504.4) ACTUAL NUMBER OF STORIES: 1 HEIGHT LIMIT: 40' (TABLE 504.3) ACTUAL HEIGHT: BUILDING AREA LIMIT: 19,000 SF (TABLE 506.2) FOR BUSINESS OCCUPANCY SPRINKLER AREA INCREASE: NIA FRONTAGE AREA INCREASE: FBC506.2.1 (EQUATION 5-1) Aa=At+(NSxif) ; If=(F/P-0.25)Wl30 If--(1-0.25) 30130 = 0.75 ; Aa=19000 +(19000X0.75)=33,250 TOTAL AREA ALLOWED: 19,000 SF + 14,250 SF = 33,250 SF (ALLOWED) TOTAL ACTUAL AREA: 5785 SF GROSS AREA CONSTRUCTION TYPE 11113 NOTES: 1. EXISTING CMU WALL 2. 2HR RATING 3. UL - U905 4. OCCUPANT LOAD _ FUNCTION OF SPACE ACCESSORY STORAGE / MECHANICAL BUSINESS AREA _ BUSINESS AREA (ACCESSORY A-3 LESS THAN 50 OCC) BUILDING TOTAL 5. EGRESS CALCULATIONS - FIRST FLOOR EGRESS COMPONENT CALCULATION: WIDTH -EXISTING STAIRS: (NFPA 7.2.2.2. 1.1 (13)) WIDTH - OTHER: (FBC 1005.3.2) MINIMUM CORRIDOR WIDTH. - MAXIMUM DEAD END CORRIDOR: MINIMUM CEILING HEIGHT: MAX. COMMON PATH OF TRAVEL: MAXIMUM EXIT TRAVEL DISTANCE: MINIMUM NUMBER OF EXITS: 0.2" x (# OCC. SERVED) REQUIRED: PRIOVIDEOD .._._. 61 ,���ti Ifi1� iM ;EYE ;TING :, :AIR.c, NIP. 0.2" i I 0.2" x (90 SERVED)=18" 3474=136" 44" 1 44^ 48' OR GRATER t *(NON-SPRINKLERED) 50'-0" MAXIMUM 32' - 0" T-6" T-6" ! 8'-0" I j (B) BUSINESS - *(NON-SPRINKLERED) j t6-0" MAXIMUM '' MA){iivlii;a (B) BUSINESS - *(NON-SPRINKLERED) BUSINESS - ASSEMBLY > 49 OCCUPANTS _ TWO EXITS; 501-1000 OCCUPANTS = THREE EXITS; > 1000 OCCUPANTS = FOUR EXITS 6. PLUMBING: MINIMUM FIXTURES REQUIRED 200'-0" MAXIMUM 90 OCCUPANTS = TWO EXITS FLOOR: FIRST FLOOR: OCCUPANT LOAD: FIRS = FLOOR OCC11PANT L()AD = 76 I (B) BUSINESS = 48 (A-3) ASSEMBLY = FIXTURE TYPE: REQ'D. FIXTURE REQ'D. FIXTURES: TOTAL PROVIDED: CALCULATION: WATER CLOSET (B) 1 PER 25 (<50) (B) (76 occ..) 11AALE: 1 PER 50 (>50) (38 M)=1 52 FEiv+!\Lt: -2* I (35 F)=-1.52 "INCLt11;ES UNI: El( TOTAL =4 GRO_S_S / NET GROSS AREA SF PER OCC. SF 300 OCC. LOAD 6 48 LAVATORY GROSS 4700 SF 100 NET - _ 317 SF 15_ 22 5780 SF 76 MINIMUM ADA SIGNAGE (TACTILE) - PER 2014 FLORIDA BUILDING CODE: ACCESSIBILITY CHAPTER 2 - SCOPING REQUIREMENTS SECTION 216 AND CHAPTER 7 - COMMUNICATION ELEMENTS AND FEATURES SECTION 703 SIGNS CONTRACTOR TO PROVIDE REQUIRED SIGNAGE AND ADA TACTILE SIGNAGE: EXIT DOORS • DOORS AT EXIT PASSAGEWAYS • DOORS AT EXIT DISCHARGE • EXIT STAIR WAYS PERMANENT ROOMS • RESTROOMS/LOCKER ROOMS • ASSEMBLY SPACES • ROOMS WITH PUBLIC ACCESS THAT ARE UNLIKELY TO CHANGE _UNCTION INFORMATION • GENERAL INFORMATIONAL - DIRECTIONAL SIGNS • MAXIMUM OCCUPANT LOAD SIGNAGE FOR ASSEMBLY SPACES • TWO WAY COMMUNICATION IN ELEVATOR LOBBIES TO CONTROL POINT (WITH INSTRUCTIONS) ENCLOSED STAIR SIGNAGE - NFPA 101:7.2.2.5.4.1 SIGNAGE LOCATION • WITHIN THE STAIR AT EACH LEVEL • BOTTOM OF SIGNAGE AT 48" MIN. ABOVE LANDING (48" TO BOTTOM OF LOWEST RAISED CHARACTER) • TOP OF SIGNAGE AT 84" MAX. ABOVE LANDING • TO BE VISIBLE WHEN DOOR IS IN OPEN POSITION 1. SINGLE DOOR- AT LATCH SIDE OF 2. DOUBLE DOOR (BOTH ACTIVE) -RIGHT OF RIGHT HAND DOOR 3. DOUBLE DOOR (INACTIVE LEAF) -ON INACTIVE LEAF 4. ON NEAREST ADJACENT WALL IF NO SPACE AT LATCH SIDE 5. LOCATE SO 18"xl8"MIN. CLEAR FLOOR SPACE CENTERED ON RAISED CHARACTERS, BEYOND ARC OF DOOR SWING SIGNAGE GRAPHICS • EXIT AND EXIT ACCESS SIGNAGE TO BE ILLUMINATED BY EMERGENCY LIGHTING (SEE ELECTRICAL DRAWINGS) • SIGNAGE CHARACTERS TO COMPLY WITH ICC/ANSI A117.1 • RAISED CHARACTERS AND BRAILLE (1/32') ABOVE BACKGROUND, 518" MIN. 2" MAX. CHARACTER HEIGHT, ADJACENT LETTERS SPACED 1/8" MIN., AND 3/8" FROM RAISED BORDERS • LINE SPACING: 135%-170% CHARACTER HEIGHT • UPPERCASE SANS SERIF LETTERS, AND NOT ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE OR UNUSUAL FORM • FINISH AND CONTRAST TO BE NON -GLARE FINISH. WITH HIGH CONTRAST BETWEEN CHARACTERS AND BACKGROUND BRAILLE TO COMPLY WITH ICC/ANSIA117.1:703.4 • STAIR WITH NO ROOF ACCESS: "NO ROOF ACCESS' • STAIRWAY IDENTIFICATION SIGNAGE: • CHARACTER HEIGHT: 1" MIN. HIGH FLOOR LEVEL NUMBER: 5" MIN. HIGH NUMBERS, LOCATED BELOW STAIRWAY IDENTIFIER • SIGNAGE TO INDICATE: 1. FLOOR LEVEL 2. TERMINUS AT TOP AND BOTTOM OF STAIR ENCLOSURE (I"MIN. CHARACTERS) 3. IDENTIFICATION OF STAIR ENCLOSURE 4. FLOOR LEVEL OF EXIT DISCHARGE. AND DIRECTION TO EXIT DISCHARGE DRINKING FOUNTAIN SERVICE SINK " MAXIMUm i 4 EXITS (B) 1 PER 40 (<80) (B) 176 occ.) MALE: -2*_-- 1 PER 80 (>80) (38 M)=0.95 FEMALE: =2* (38 F)=0.95 *11VG'LUDES UNISEX TOTAL =4 I (B) 1 PER 100 (B) (76 occ.)=0.76 TOTAL =1 I (B) 1 REQ'D. 1 TOTAL =1 � I I , _ SIGN I EQ EQ -CLEAR FLOOR AREA CENTERED ON CHARACTERS PLAN VIEW OF SIGN FLOOR CLEARANCE AREA OF 4L-4- REFUGE SIGNAGE TEXT HEIGHT LIMITS d\so i ;I aesign styles ark icy iarnpca, Florida 33605 P 81 3 241 6700 f 813 247 3757 ri=;;rsi'Ylesc�Ec:cif l<rP.r:gym r r�MN03 3"39 1 AV repwdu&,ion property rights resmed 2W 7 Project °. CA s i' i 01 D G (FL) w Z tE P H Y R H hi._L%` 5930' err Street Zephylhils, FL 33542 Prepared for in AssoclatIOR tM+lh: HEES & ASSOCIATES 'NC. CONTACT: KAR1_ HEF,S 1381 5TH ST SPORASOTA, FL 34235 PHONE. 941.955.4355 GENESIS ENGINEER GROUP.. LLC CONTACT: MIKE HANEY 1000 N. ASHLEY DR. #/900 TAMPA, FL PHONE 811.523 645h GENESIS ENG-INEER GRCUc. LLC CONTACT : MIKE HANEY 1000 N. ASHLEY ✓R.'' T.AMPA, FL PHONE: 813.523.6455 fry' O AR001580_ fM1 j 11:Q1-08 AM No. Revisory Desc."lion Date r 1 ?t-:RMlT ANO 'lJ ;F.r '1J12018 a - --- = __- No. Revision Descriplicr, Date k 'r AREA OF ti "Rrr GN `_ _ -- - -------� h4r: h Drawn By': 10°r �C •d hV. JF NOT !N Project Number: 18190 iPICTOGRAM. FE-LD Shee,. �:ife t3' #'' INF0RI'vil T I0 Original drawing is 24 x 3n .,,o not scai,- contents of drag:,ink 3i,eet Number Ltiuoo L EXIT ACCESS TRAVEL DISTANCE: 54'- 7" < 200'-0" (FBC T1017.2) ♦% % STORAGE ♦ 286SF 300 /OCC ♦ ♦ ♦ 3*1- - % DEAD END: 101-1 11 < 20'-0" (FBC 1020.4) t LU 4 1 - . I No lEm -T=:!1 4,11 Ita !J Elio11� mmmw. -------------- - - - - - - - - - - - - - - % % % - - - - — — % i - - - % % If III -Oil LU U) 7jll C r A O Zia ;q,-Ho p TR BUSINESS AREA \ 0 j ��:ti �E<, 1S: „ 100 SF/OCC. o Q� IC? 10 < 34" i 170 LLJ U) 00 IT 0 0 <1 t J-! L 5-117It L -lei/ / C� if FLA L zo ft @4 ACCESS6-R -STqRAGE MrEANICAI --7 279SF 2 3 4" 170 5 32- - 1 300 SF/OCC. 'A ...... x XX x ACCESSORY ACCESSORY Al—'UtSR:iUNY ACCESSORY STORAGE/ STORAGE/ STORAGE'' ' STORAGE/ MECHANICAL MECHANICAL MECHANICAL MECHANICAL A, 38SF 67SF 47SF 47SF 300 SF/OCC. 300 SF/OCC. 300 SF/OCC. 300 SF/OCC. 1 qT FLOOR I 1r=pqAFF=Ty PLAN I p�� 0 4 BUSINESS AREA (ACCESSORY A-3 LESS THAN 50 OCC) . . NO 317SF 15 SF/OCC. 29'- 5" 41 J 1, L.V.' COMMON PATH OF TRAVEL: 16-T < 75" (FBC T1006.2.1) METAL STUD U.L. 3A-40BC FIRE EXTINGUISHER FINISH WALL SEMIRECESSED F.E.C. DECAL ADA CCIN,,.. -A, FLIJSI-'. '-IULL HANDLE: EQUIPMENT - FIRE EXTINGUISHER CABINET 1 1/2" = 1'-0" LIFE SAFETY LEGEND EGRESSLOAD EGRESS CAPACi TY IN # OF OCCUPANT EGRESS 'A'!DTL� IN 24 if 227 134" L = EGRESS ""APAC!'TY EXIT SIGN EXIT TRAVEL. DISTANCE COMMON PATH OF TRAVEL DISTANCE 23\ = OCCUPANT LOAD F P L i (T:,' U i� H E R - S U R F W,,. E M41 0 v N I HOUR FiRE VJALL is Area Schedule (Grass Building) OCC. LOAD FACTOR 1 IIi GROSS i SF PER NAME FUNCTION OF SPACE NET AREA I OCC. OCC. LOAD GAS IACCESSORY STORAGE I MECHANICAL GROSS 38 SF STORAGE / MECHANICAL GROSS 94 SF 300 BIOHZD. 'JACCESSORY ELEC. IACCESSORY STORAGE / MECHANICAL GROSS 67 SF 300 STORAGE ACCESSORY STORAGE / MECHANICAL GROSS 279 SF 3001 STORAGE ACCESSORY STORAGE / MECHANICAL 1,GROSS 286 SF 300 WAITING BUSINESS AREA (ACCESSORY A-3 LESS THAN 50 OCC) BUSINESS AREA BEET �IGROSS '31 17 S F 1 4700 SF 5780 SF 9 i 100 22 48 7-0 BUSINESS BUILDING TOTAL FIRE EXTINGUISHER KEY DESCRIPTION Count MANUFACTURER— MODEL COLO FE01 SEMI RECESSED FIRE 3 SEE SPECS EXTINGUISHER CABINET design s-tyles architecture 1708 1-- Drive Fampa, Florldc; 33605 P811324167100, f 813247a7-57 A Al! reproduction & intellectual property rights reserved 2017 P, 0j ec IV I D t DMG (FL) ZEPHYRHiL'L-zr')' r L., — � - k 17-'en p r 11, i I I 5935 7+h.qfrr-el FL 33 3 W-5,142 Preparec for DAVI I - A MEDICAL GROUP 1 r, As ; o c i a ii c i, or,'th. HEES 0' ASS",CiAT'-".!NC. CONTACT: KARL HEES 51-HST SARASOTA... Fl. 3423q, PHONE 941.1955.4555 GENESIS ENGINEER GRCi-',P, LLC CONTACT MIKE HANEY 1000 N. ASHLE"'C'R. #900 TAMRAF! G E IN F S! 4 C-!,' E R 0.7 UP r I I C� - j CONTACT: MIKE HANEY 1100-0 N. ASHLE'� ' DR. 4900, TAMPA, F; PHONE: 813.523.6455 A�f�, 12 "10!2018 '15805 11.22:40 AM N c, Revision Des&ptivn Date PERI0jTAND 6!DSET 12/10/2018 M. Revision, escountion. ate Drawn By: WJ Checked By: SRS Or-.;Je--t Number '81n� "rju Sheet Title FIRST FLOOR LIFE SAFFE-11-Y R Original drawng is 24 x 3b On nd. T C MI EIN scale conients of Sihaet Number `r R /\1A A / VAV f z �I aesign s arch tr It 708 E Colur bus Drive Tampa, F!orido, 33601-5 \ J j1 \ X ' All reproduction & intellectual property / \ rights reserved 2017 ' Project i Vavi VVU mi D ta ��� iVi \R ZEPHYRHiLLS 5935 7th Street ?ephyrhills, FL 33542 �/ —\\ ✓ \\ \ \ \\ Prepared for \ V A v DA JIT,A MEDICAL IROUP / \\ \ \ \ In Association wiih. HEEa & ASSOCIATES, INC i i' CONTACT: � uR± HEEDS V A \ \ 1381 5TH ST SAP.ASC)TA, F L 34236 f` PHONE: 941.955.4555 GENESIS ENGINEER GR.,011' !.LC 00^O, N. ASH�EY,.OR. 9u� � T r• i Ahl! PA. r GENESIS ENGINEER GROUP, LLC \ V_3 CONTACT: MIKE HANEY 1000 N. ASH LEY DR. 7900 \ \ \ \ \ V AV A \ \ TAMPn FL , j/� \ �'\ / , HOti": 8 i 3.52��.u455 \ � —714 � \ V \ / `;V A• \ / i � \ \ V A �iiV("- v IJ�Y i1IiCTl F^�r't: ! G! i .�i%�l7 i U . . 1:22:31 4/1 No. Revision, Description ' Date \ 4 \ \ \ \ 1 PERMIT AND BID SET 12/10/2018 15 \ \ \ \ \ \ 0.89 Acres \ \ N0. Revis!ol? tr1eSGriptiC", Date j, \ 3 v / \ Draw;, 8y. yV,i Cneci:ed By: SRS / \\ Project Number: 18190 Sheet Title DEMOLITION SITE PLAN \ \ i \' scaie conie is of d a ^:; �g 7c Sheet Number 1 SITE PLAN- DEMO _ 1 " = 10'-0" ---AD 100 2 I LIJLLI -I MATCH LINE 20.A10 / TYP. - - 17 \ 20.C46 / A TYP. 20.C24 20.C24 n 20,A8 I � II I I 20.C38 I r II 20.024 ;� •.� 20.C17 20.C24 I 20.A8 > / '✓/� \ \ 1 20.C14� �\ \ 20.A8 TYP. 20.A9 20.C44 �I IL REF. a_ ! J L - - J �\ / 20.C35 v / 20.C35 20.C35 j I I / ��` \ / A\x� \ F_ 7 20.A8 20.C35 �, 20.C24 / 1 20,C17 20.0 7 / 20.C17 20.C17 - -- -- - - - _- - -I - - -- ,- -1 / I Liz/ _ / I 20.C17 20,C17 20.C17 I I , --__ I L. _ I I \X 20.C35 20.C17 20.C35 20,C35 I � 20,C17 L- Cr 20.C14 20.C35 j 20.C38 Jj 20.C35 20.C35 I\\ TYP. II 20.C19 I 20.C17 \\ 20.C17 20.C17 \ �i//-f- I 20.c17 Ire\ / o 20.A8 \ 20.C35 j/ < 20,C19 1 1 20.C17 20.C24 20.C17 \ �\ / N/ I 20.C19 -_ TYP, -- ------------� I j=-+ /YJ L] 20.C19 r= -- / 20.C17 / \ / ' 20.C17 J y / / 20.C19 20.C24 (2U.C2.4 '20,C24 _A h�/I�� / j - - - - - - -- -- ' 20.Ci9 /j / j \ \ 20,C35 \ C�� - - -- �1! // �-_ 20.C45 ------A i j 20.C35 2t�•A10 - 20.C35 --_ > 20.C24 � -j L I jI ! ir�kI, - 20.C17 20.C17 WH --------------- 20:G17 �---r-\G�C1-7 20.C24 --------- - `20.C35 20.C35 IiI -;20. � 20.C24 TYP. 20.C35 III II 20.C46 20,C17T / TYP. 20.C24 20.0I I TYP ---� T-1 r-;-� 20.C17 , 20.c17 20.C24 L - - -_ - - - -j ' / y 20.C17 20.C17 j j 20.C17 �� 6 °� Fo 20.C45 - - - - - //// \ /-----------� 20.C17 I I I 20.C24 ' I 20.C24 /,�./' 1---- = =1-- ---J------------ a \ \\ // 20.C24 }. ,20,20 C�-i7 -;X j `��'i' 20.C2.4 I V A \ - I 20.C38 I 20.C17 20.C17 TYP. I 20.C24 20.C17 i' 7 n � I I I ' 20.C24 ---- J I 20.C14 I II II I 20.A8 li 2o.C46 u TYP. _ 20.C24 TYP. _ - ------------ i -20.C17 _i r - 20.C46 TYP. LJ GENERAL DEMOLITION NOTES 1. ALL DEMOLITION SHALL BE IN ACCORDANCE WITH THE APPLICABLE BUILDING Cr)DE AND AU L LOCAL ORDINANCES. 2. DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION, THE GENERAL C N T F�.4,Ci OF SHALL MAINTAIN INTEGRITY TO THE STRUCTURE TO BE DEMOLISHED AND ADJACENT AREAS TO REMAIN WITH INTERIOR OR EXTERIOR SHORING. BRACING, OR SUPPORT 10 PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF STRUCTURE. EXISTING STRUCTI..RE TOREMAiiV SHALL BE SAFE,), OFF AND PROTECTED FROM ELEMENTS AT ALL TIMES. 3, WHERE THE EXISTING WORK IS TO BE CUT. UNDERPINNED, AND/OR SHORED, CONTRACTOR Sr,'ALL PROVIDE ALL SHORING. NEEDLING, BRACING, WEDGING, AND DRY PACKING, AND BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE DURING THESE OPERATIONS. 4. AREA OF WORK SHALL BE KEPT CLEAN AT ALL TIMES. 5. ANY (MATERIALS DEEMED AS HAZARDOUS, SUCH AS BUT NOT LIMITED TO ASBESTOS OR LEAD PAINTS SHALL BE REMOVED AS P,EQUiRED BY FEDERAL, STA i F_, OR LOCH: C7DEJ. CLlvTR CTOR SHALL UT!L!ZF THE APPROPRI11 TT,F 10i. D y":'rQ,C.�LCw)DS SS °ER STANDARD PRACTICE AND ALL FED&V1.: ST/\'?, A.ND L'CC;;L ,Ot0i 5. n !,ON RA S �LREMOVE LI !: !1,,, , ,F�� -i 1� t I_. i�::a,, r t �., � tii r::C;�" I ;(}I t"ift �i_A _Cin.I v rh.+H �.. ;,e It'1V!,J.;L+I•:t.•!`."., /-U,-._ :�. AND CONTROLS NOT; SCHEDULE TO of REUSED, BACK TO T! i'� E I.: ih:t SCHEDULED G PE REUSED OR ArAPTh1FCR PE'aJ, LIN!TS :Hai 1t3c_CAPPED AND INSLiLAT FOR h WEATHER IGHT SEAL. CO NOT ABANDON. SEAL ALL P _NETRA 110N'5 THnOUIIGH AND AT REMOVED N!ECHANICAL C^trPO!' ENTS. r` t v R h I t,. ,t N • 1 � :T • CONTRACTOR TRACTOR SHALL REMOVE � X, DRAINS. 0 � f_ ALL . PLUMBING FI vli_,, u .Aflti,�. , .Ptty • _:�� i`, c �. t9�. SCHEDULED FCR REUSE BACK TO N FARE ST ACTIVE L!NF ^C; FDULED FOR RruSE. CAF ^ G'E �i_ ',IJ11 JEli,_ LINES AT ACTIVE LINES. DO NOT ABANDON COMPONENT IN PLACE. SEAL ALL PENETRATIONS THROUGH WALLS AND FLOORS AT REMOVED PLUMBING SYSTEM COMPONENTS. 8. CONTRACTOR SHALL REMOVE ALL ELECTRICAL LIGHTING FIXTURES, HANGER, WIRING DFV!CES. CONDUIT BOXES. ?WIRING PANELS FIRE ALAR'tIS, ETC. NOT SCHEDULED FOR REUSE BACK T:C SERVICE OR NE., -,REST J-BOX TO REMAIN. DO NOT ABANDON COMPONENTS ONENTS IN PLACE -SEAL ALL D IC T! C I-11-t e ,C S ,.I 1�� r. r,�.y, h^I-t.n ...;•. E V� TRA:.CN T' . GU,�H i'ui�i_�C, AND FLC) ft; rREtvi,iy'�� r=.; r !r � i �;y, t ,� t: i 0. 9. DEMO;-ISH AND REMOVE" ANY PEM IAIMNG SCISPFNCEI; (.FILING COMPONENTS. 10. EXISTING CONCRETE FLOOR SLAB SHALL SE LEVELED, BROOM CLEAN `iViTH N3 REN,!A:N!NC ADHESIVE RESIDUES, AND SEALED. 11. REMOVAL OF ALL DEMOLITION AND CONSTRUCTION DEBRIS SHALL BE COORDINATED BETWEEN THE GENERAL CONTRACTOR AND THE LANDLORD AND SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 12. UPON COMPLETION OF DEMOLITION CONTRACTOR SHALL FIELD VERIFY ALL OVERALL DIMENSIONS, COLUMN SPACING, AND EXISTING OPENING SIZES, AND LOCATIONS, WITH DIMENSIONS INDICATED ON THE CONTRAC 1' DRAL1 NHS. NOTIFY ARCH1,TE0T JF A N. Y D15C.F.FPANC1ES. EXTERIOR WALLS: GC TO REPAIR, AND REPLACE INSULATION AT EXTERIOR WALLS AS REQUIRED. DEMOLITION FLOOR PLAN LEGEND - - - - DEMOLITION OF EXISTING BUILDING TO EXISTING - - - - STRUCTURE LOAD BEAMNG �VALL TO RI_:1+iA!N; D_MiD G''0R AND INSULATION't _ EX!3TiNL�'�V?LL T� f�E-Uv1Ai?•� yi.' / Ji't 1t� .�.•:, I i:'\,v I :1'; iJ ��,:, i l: C•it�I. LJI i�ti.', r"" I.t..V': PLUMBING KE`' N01 E 20.A8 Existing Vbal! Construction To Remain, Repair As Raqu:red a :ote.;r !r'; r+1&;P_ _ 20.A9 I Existing Window To Remain, Repair As Required rrotect in !'lace _ - - 20.A10 ; Existing Door To Remain, Repair As Required, Protect in Place I-20.C14 Casework To Be Removed----rt------ ---- --- -- -- j 20.C17 _ I Door And Frame To Be Removed 20.C18 _ Door Pane! To Be Removed, And Replaced_ 20.C19 RemJ4 cve ir,dow & I ar t �-- -- -- -- -- - - --- - ---- - -- -- . - 20.C24 _ Partition To Be Removed 120.C35 _ Fixtures To Be Removed �HC38 Remove Existing Floor/ Adhesive to Provide Level, Smooth, And Bloorn Clear Slab - 20.C44 Sawcut And Remove Portion Of Existing Wall To Acccmodate New Storefront. Shore Head And Prepare Opening As Required. 20.C45 Saw Cut Existing Slab To Accomadate New Piurnb,ng 20.C46 Existing furrrino at exterior wa!!s to be verified to he in good conj''ior w;tl; arniniiriurnmsuiation value of ' R-11. Verify with architect betcre beginning construction. If existing does rot t,+eet rQq ;irenients: furring - -- to be demolished to CMU - -- -- -- ---- - --- -- - - -- --- - - - - design styles architecture 'tlDrive ��>✓5!•y�P�S ..tNSlir '"t1i�r *1, __..�...i".ram;7; All reproduction & intellectual property rights reserved 2017 Pi Oect ledica1 DMt` L } - �EEHYR u 5935 7th Street ?ephyrhills, F1_ 33542 Prepared for ;n Association with: HEES & ASSOCIATES, INC. CONTACT: KARL HEES 1381 5TH ST SICT PHONE, 941 955Ar.r,5 C N E S!S In _cER f 'va.V ACTM,KE; 2A 1El I �"V1P0,. FL PHONE 813.523.64i;^ GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASHL EY DR. #900 TAMPA FL ,1 1 31 7.523361155 P�gfe�s�vtTa! Saa! ; r, sfy4 _ 12/10/2018 580 11:22:32 AM M1Lr �. R i t D , on Date Revsiol. �escr;pti�., Date NO Revision.Revision.Descr€o'i'n,, Date i Drawn By: WJ Checked By: SRS project Number: 18190 Sheet T,';e FIRS I rL00 DEMOLIT10-N PLAN Original drawing is 24 x °B Do r•ot scale contents et drawing Sheet Number 1 DEMOLITION FLOOR PLAN 1 /4t+ = 1 t-Q" I - --- ' I _ L 1 I 1 1 _ 1 1 1 ,ll1 II' _ 01111 11 i I 1 ---11 _ 1 R v, 1111fli Ill II'L11111 111R'pw?' -1 111,-- - _I- - IL - - 1— — I - _ 1 11 1-.—_ — -- -- - 3 a GENERAL DE111 OLITION NOTL.�• 1. ALL DEMOLITION SHALL BE IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE AND ALL LOCAL ORDINANCES. 2. DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION, THE GENERAL CONTRACTOR SHALL MAINTAIN INTEGRI T TO THE STRUCTURE TO BE DEMOLISHED AND ADJACENT AREAS TO REMAIN WITH INTERIOR OR EXTERIOR SHOR!"3G. BRACING OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF S T RUCTUREE. EXISTIING STRUCTURE TO REMAN SHALL BE SAFER OFF AND PROTECTED FROM ELEMENTS AT ALL TIMES. 3. WHERE THE EXISTING WORK 1S TO BE CUT, UNDERPINNED, AND/OR SHORED, CONTRACTOR SHALL PROVIDE ALL SHORING, NEEDLING, BRACING, WEDGING, AND DRY PACKING, AND BE RESPONSIBLE FOR THE SAFE T Y OF THE STRUCTURE DURING THESE OPERATIONS. 4. AREA OF WORK SHALL BE KEPT CLEAN AT ALL TIMES. 5. ANY MATERIALS DEEMED AS HAZARDOUS, SUCH AS BUT NOT LIMITED TO ASBESTOS OR LEAD PAINTS SHALL BE REMOVED AS REQUIRED BY FEDERAL, STATE, OR LOCAL CODES. CONTRACTOR SHALL UTILIZE THE APPROPRIATE TECHNIQUES, PROCEDURES, AND DISPOSAL METHODS AS PER STANDARD PRACTICE AND ALL FEDERAL, STATE, AND LOCAL CODES. 6. CONTRACTOR SHALL REMOVE ALL EXISTING MECHANICAL EQUIPMENT, DUC IP OR}:, HANGERS. AND CONTROLS NOT SCHEDULED TO BE REUSED, BACK. TO THE EXISTING CURB. CURBS NOT SCHEDULED TO BE REUSED OR ADAPTEDFOR NEW UNITS SHALL BE CAPPED AND INSULATED FOR .A WEATHERTIGHT SEAL. DO NOT ABANDON. SEAL ALL PENETRATIONS THROUGH WALLS, AND FLOORS AT REMOVED MECHANICAL COMPONENTS. 7. CONTRACTOR SHALL REMOVE ALL PLUMBING FIXTURES, DRAINS, PIPING SYSTEMS, ETC. NOT SCHEDULED FOR REUSE BACK TO NEAREST ACTIVE LINE SCHEDULED FOR REUSE. CAP AND SEAL LINES AT ACTIVE LINES. DO NOT ABANDON COMPONENT IN PLACE. SEAL ALL PENS?RF,T!ONS THROUGH WALLS AND FLOORS AT REMOVED PLUMBING SYSTEM COMPONEN rS. 8. CONTRACTOR SHALL REMOVE ALL ELECT R1C-'AL LIGHT NG P'•f'r RE-S, HIANGEAR,_VMRING DEVICES, CONDUIT FOXF_S, WIRING PANELS, FIRE ALARMS, FTC. N:DT SC; ? ,' !LED FOR REUSE BACK r SERVICE OR NEARES',' J-6OX T; FREMAIN. DO NOT ABANDON 4 UP �I'CaiFed i S %NPLACE, --tiEAL. f-d L PENETRATIONS THROUGH WALLS AND FLOURS AT LiEl OVER ELECTRICAL SYS ;T M9 COMPONENTS. 9. DEMOLISH AND RE.M9VE ANY RErAA;INIi`yG SUSPEitiDED CEILING C'Ii'ONENTS. 10. EXISTING COINC 'ETE FLOOR SLA3 SHALL `BE LEVELED. BROOi I CLEAN" l!TH iN�:z,'EN!A"Ni'4G ADHESIVE_ RES!DiJtS, AND SEALED. 11. REMOVAL OF ALL DEMOLITION AND :;ONSTRUC T ION DEBRIS SHALL SE %r"OORCINATED BE 1 VVEEN THE GENERAL CONTRACTOR AND THE LANDLORD AND SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 12, UPON COMPLETION OF DEMOLITION CONTRACTOR SHALL FIELD VERIFY ALL OVERALL DIMENSIONS, COLUMN SPACING, AND EXISTING OPENING SIZES. AND LOCATIONS, WITH DIMENSIONS INDICATED ON THE CONTRACT DRAINING S, NOTFARCHITECT OF ANY DISCREPANCIES. EXTERIOR WALLS: GC TO REPAIR AND REPLACE INSULATION AT EXTERIOR WALLS AS REQUIRED. DEMOLITION CEILING PLAN LEGEND DEMOLITION OF EXISTING GWB CEILING DEMOLITION OF EXISTING ACT CEILING —zz f l 1 I r esign ;-Iz ty es r i 'ct re I T� ) 81 E %C o I Dd v Tampa, Flotic.k) 3 605 p 813 241 6700 f 813 247 ,3757 •-��si �ana�j�I�s4�(Irc:�f{i,�le�t�.=:e.�:o;?�� Al" reproduction & inm;'le.^.tiJ?l rf�p5ttv ngnts reservad 2017 Project Do DrVIG - L" Z rE P H YRHillLIt- 5935 7th Street Zephyrhllls, FL 33542 Prepare: for Prepared DWITA MEDICAL GROUP In Association with: HEES & ASSOCI,IJES, Icy`:. CONTACT: KAR1_ H' 1381 5TH ST SARASOTA, FL 34236 PHONE. 941 955.45t;5 KEYNOTES GENESIS EN3INEER GROUP. LLC - -- --- GONT"^T: "11KE HANEY 20.C21 ;Ceiling To Be Removed1000 N. ASHL.EY DR. #900 ?AMPA, FL PHONE: 813.523.6A GENESIS ENGINEER GROUP. LLC CONTACT: NIIK` HIANEY 1000 N. ASHLEY CiR. *900 TA.N!PA, FQL PHONE: ,y ProSLaal deaf T At c -Andrew-E� i 2'1012018 15805 "j4 111:22:33 AM No. Revision Description Date 1 PERM!T AND BID SET 12/10/2018 t0. Date Drawn By: WJ Checked By: SRS Project Number: 18190 Sheet Tile FIRST FLOOR DEMOLITION CEILING FLAN Original cvawinp is 24 x 36 Do not scale contents of dra%4ng 1 DEMOLITION REFLECTED CEILING PLAN 1 /4" - 1'-0" Sheet Number ■ \ 1 / i SITE PLAN L GE D � = RESTRIPE EXISTING PAVED AREA TO ACCOMODATE 4 H.C. SPACES AS SHOWN 2/A100 = NEW CONC. SIDEWALK _A NEON C ONC. SIDEWALK. TO BE FLUSH !"JITII Y ASPHALT AT ACCESS AISLE U NEW EXTERIOR BUILDING LIGHTS l�` J NEW EXTERIOR. SIGNAGE EXISTING DUMPSTER ENCLOSURE, ADD CONCRETE PAD, SEE STRUCTURAL. ©REPAIR AND REPLACE EXISTING ASPHALT AS NEEDED TO PROVIDE A SMOOTH SURFACE TO RESURFACE AND RESTRIPE, VERIFY THAT NO PORTION OF PAVING TO SLOPE IN THE DIRECTION OF EXISTING BUILDING. PARKING SIGN ® INSTALL END OF NEW SIC-E'WALK FLUSH WITH EMS', iNG SIDEWALK INDICATES EGRESS FROM BUILDING NEW CONSTRUCTION SEAL C^AT AN.0 RES T R PE PARKil 1 0 LOT i I PARKING SPACE (ADA 208) MINIMUM NUMBER OF ACCESSIBLE PARKING SPACESRECUIRED (125 - 50 PARKING SPACE): 1 S T D + 1 VAN TOTAL PART{;NG SPACF � 4 HANDICAP PARKING STALLS PROVIDED: 3 STD + 1 VAN $i&i stylec) rniTu 1708 E Columbus Drive rornpa, Florida 33605 p813241 6700 i 0^i324/3 57 t iE.Slfti'✓i:;a+"33+Cit$€�G 1#L??tl # AAc.."..,33y3 All reproduction & inteHectual property rights reserved 2017 Project tJ D G (FL) ZEPHYRH i LLS 5935 7th Street Zephyrhills, FIL 33542 Prepared for DjW' ITA. ME-DiCA1 GROUP \ \ \ In Association with: \ \\ \`.\ \ \\ \ \ HEES & ASSOCA4TES, INC. \ \ vir Au KA RL H,EE30 \ \ \ 1381 5TH ST \ SARASOTA, FL 34236 vV / yV A PHONE:941.955.4555 \ / \ GENESIS ENGINEER GROUP. L.LC \ CONTACT: MIKE HANEY \ \ 1000 N. ASHLEY DR. #900 / T,RMPA, FL \, PHONE: 813.523.6455 \\ \ GENESIS ENGINEER GROUP, LLC \ \ CONTACT: MIKE HANEY \ 1000 N. ASHLEY DR. #900 \ \ TAMPA, FL PHONE: 813.523.6455 riofessiona[ Seat \ �TCO 12/10, 2018 �� " " a' ✓� ` i' \ 15 .� 'I z-1:40A14 No. Revision Descriptions Date ?DA\ / \ 1 — PERMIT AND BID SET 12/10/2018 \ v > \\ \\ No. Revision Description Date ,\\ -- ----- A. Drawn By: WJ Checked By: SRS a y Project NumSer. 18190 \ O o Sheet Title v \v vv 0� SITE PLAN � 0 \ v \ Sri_ in dtavring is 24 x a8 a r,ct scale contents of drawing 1 SITE PLAN SITE PLAN - PARKING 2Sheet Number 1 YY = 201-011 111 = 10Y-0YY / CONC. TO BE SCORED BY EDGING TOOL TO SIMULATE CURBING DETECTABLE WARNING I� COMPACTED SUBGRADE 3000 P.S.I. CONCRETE 6" 6" 6" 1/2" R. EXPANSION JOINT ASPHALT PAVING BASE -fir-i io -- FACE OF CURB OR EDGE OF PAVEMENT o 3 GROUND SIGN 1 /2 = 1 0 1'-6" I ' I INTERNATIONAL SYMBOL OF ACCESS WHITE ON BLUE BACKGROUND -FT SPARKING BY `I NORMALLY 48' o: c DISABLED PERMIT WHITE BACKGROUND EXPANSION JOINT MAX. 50' EXPANSION JOINT - ONLY MESSAGE LETERING VILLATOR 3/8" HOLES WITH HOLES SIDEWALK WILL BE DRILLED ON 1"CENTERS FINED $250 FULL LENGTH IN FULL LENGTH OF THE METAL POST. ( MOUNT WITH 5/16" X 21/4" BOLT, TOP TYP. SIDEWALK PLAN AND BOTTOM OF SIGN) EQUAL TO SIDEWALK WIDTH (6' MAX.) WIDTH PER PLAN o PROPOSED 1/2" BITUMINOUS STRIP 1/50 MAX. BUILDING BROOM FINISH d COMPACT TYP. SIDEWALK SECTION EXPANSION JOINT STRUCK JOINT II NOTES: i 1. SIDEWALKS SHALL HAVE TOLLS EDGES. 2. CONSTRUCTION JOINT SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINT ONLY 3. EXPANSION JOINT SHALL BE INSTALLED AS SHOWN AND ALONG EDGE ABUTTING CURB 4. EXPANSION JOINT SHALL CONSIST OF CONTINUOUS 1/2" BITUMINOUS EXPANSION STRIP, AS SHOWN CONC. FOOTING 5 100. 91191, TYPE A TYPE C 2" MIN. #5 BAR N #3 BAR, TYP. M BAR N N * BAR, TYP. NOTES: 1. CONCRETE TO BE 3000PSI 2. WHEEL STOPS TO BE SECURED WITH TWO 18" NO. #5 BARS 3. RECYCLED PLASTIC WHEEL STOPS MAY BE USED IN LIEU OF CONCRETE 4, DIMENSIONS OF WHEEL STOPS MAY DIFFER FROM THE ABOVE SPECIFICATIONS IF APPROVED BY COUNTY ENGINEER 6 CONC. WHEEL STOP N.T.S. 31/16" 518" 5/8" 5 METAL POST SECTION 3 =1-0 6" BLUE 6" WHIT • 6" WHITE EVRON EQUALLY ACED PER AISLE SLUE NOTES: 1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHE-RS, AND SCREWS MUST BE RUST PROOF. 2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE SYMBOL, MESSAGE AND BORDER APPLIED TO A, SHEET ALUMINIUM BACKING (0.8.) IN THICKNESS, 4. MESSAGE LETTERING SHALL BE UPPER CASE (BLACK) (SERIES C) 1.5" HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE. 5. THE SYMBOL IS COMPOSED OF RIVO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH SHOULD AU+NAYS FACE RIGHT) ON SQUARE BACKGROUND INTERNATIONAL BLUE IN COLOR (FED. STD. 595A. COLOR #15180). 6. SIGNPOST SHALL BE MIN. 2'- 0" CLEAR FROM BACK OF CURB, 7. THE USE OF PROPERLY LOCATED BOLLARDS IN ACCESSIBLE PARKING SPACES ARE ACCEPTABLE SUBSTITUTES FOR REGULAR BUMPER GUARD. 8. MiNIMUM NUMBER OF „CCr , al.il — r` 3,;,_D�!`� . � S C F IC .1, . 6" WHITE CHEVRON EQUALLY SPACED PER AISLE .4 Via S!D)rUtIALK v ' c I �- G > / �! 12' - 0" AIS S, j 3 / Simi I l '/ L 2 A4100.1 d e si g n SZ T lyles architecture 1708 E Columbus Drive Tampa, Florida 33605 p R?S [.4a 6ir��.�.c. } A�$�0 p�s� cif ,,4; 3?67 d c si, gins b`„esi.f'i wectv9 o,- �irn # AAC�33Y3 All reproduction & inte!le� ua! property rights reserved 2017 Project DzNi Medical G I�cuf DMG (FL) - - ILLS 5935 7`h Stree4. t /Zephyrhiiis, FL 33542 Prepared for DAViTA MEDICAL GROUP in Association with: EES R O TES rot., � AsoV ua!„ c.'�, !Er,. CONTACT • I'ARL i,N�S 4381 5TH ST SARASO T A, FL 34236 PHONE: 941.955.4555 GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASHLEY DR. #900 TAMPA, FL PHONE. 813.523.6455 GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASHL EY DR. #900 TAMPA, FL PHONE: 813.523.6455 t,a 11:2'i :41 AM No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: Wi Checked By: SRS Protect Number- 181911 — Sheet Title SITE PLAID DETAILS FLUSH CURB AND SIDEWALK $ CONC. CURB AND SIDEWALK 7 DISABLED PARKING SIGN 2 ACCESSABLE AISLE DISABLED PARKING MARK scale, c nten s is ra i �c not 9 �% 1 /2" = 1'-0" N.T.S. 3/4" = 1'-011 1/2 " = 1'-0if 1 /8" = 1 "-0" Sheet Number scale, contents o drawing A 10 UA"h's 1 L I { ., I N 1 I I 1 .1 II ,'1 L1'LLr�� .'1'.! it III I 1 ! - - 119*1I i 11MWI r 1 1 111 a 1 91 {I_ f!! _ ! 1 ! _ a s F A201 3 [yTiI�117�7 OFFICE STORAGE []23 124 i 124 6 A401 125 m m CARE MGR. o OFFICE ' 125 � I m m TE4AM WORK ' 126 e m n � i ' F m F VL �i m -� Ir, � � 123 122 / r I TEAMMAT5 --TOILff- \\, 128 i 128 • r�` � ` , ' ; , m li I I , I m I iI I JA MMA!T,E , TOILET! 129 ' " r ' m 3 A401 PROVIDER OFFICE 122 1 A351 1026 1020 1020 W1 1111 903 903 m E2 FLEX EXAM 119 119 tD 1110 CORRIDOR I 120 i I i —�-- 1104 12 I I A401 ------ ...... --�- �7' IMF 1113 I Im 904 1=_ =-ai L MA l CLINIC F F F NURSE STATIONS �I F F1103 MED ROOM t 121 1104 -------------- I -----------------� 1104 1 17 1 �_-- -- 107 108 m m I 1 � m � \\` F F F F 1113 CHECK IN / OUT 102 'I 1104 I VENIPUNCTURE _ Q103 - o i/ 1 E1 EXAM 213 116 1110 1 55 EXAM 2A ' 115 1110 1�1J TREATMENT 114 / 2 A401 I I I I i I I I I I I 1020 903 1016 Sim 2 A351 902 1017 PATIENT CORRIDO � 3 17 VITALS m 1 ' PATtENTTL: I A351 m � 112 L 14 A601A601 — -- 15 1017 m EXAM 1 B 111 1 1� 110 VITALS 109 \ 903 A601 ) 1111 1110 FLOOR PLAN - LEGEND 101 DOOR TAG 1 i PARTITION I AG � 1 i S T OREFRON °i TAG Room name 101 A II KOOMr I AG ----"� PROPOSED NEW WALL EXIST. WOOD STUD v''JAi L -- -- PART JAL H!EiG HT 1 EXIST. CMU WALL �I— FIRE EXTINGUISHER �I UNDER CABINET LIGHT GENERAL CONSTRUCTION NOTES 1. ALL WALL CONSTRUCTION SHALL BE SUPPORTED BY STRUCTURAL JOISTS. 2. CONTRACTOR SHALL FINISH ALL NEW AND EXISTING NON -WOOD DOORS AS INDICATED ON THE FINISH SCHEDULE. 3. ALL CEILING ASSEMBLIES SHALL BE NONCOMBUSTIBLE, CLASS W ACOLISTIC PANELS. GYPSUM BOARD SHALL BE NONCOMBUSTIBLE AND CONFORM TO FINAL { REQUIREMENTS OF THE GOVERNING AUTHORITIES. 9 4. PROVIDE EXIT SIGNS AS REQ.'D WHICH SHALL CONFORM TO ALL APPLICABLE CODES, EXIT I SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED BY TWO ELECTRICAL LAMPS OR SHALL BE OF AN APPROVED SELF -LUMINOUS TYPE. WHEN THE LUMINANCE ON THE FACE OF AN EXIT SIGN IS FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 50 FOOTCANDLES FROM EITHER LAMP. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT ILLUMINESCENCE. THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS ON THE EXIT SIGN SHALL BE IN 00NTRAST iNITH 'i HEIR BACKf ROi:.ND, WORDS ON T' (�!tl E I y. ^' { JC R/iTt 1 n. �C ! iOT ESS T IN �j»„ 1 HE SIGN SHALL BE IN BLOCK K L T ER , IN ._IGHT VVI H A. S -L)',C O �v ! L . ; Hf,: � i EXITS SHALL BE ILLUMINATED AT , Y , IILI� T _ J �D!lr:. i✓ UCCur IECI Pv! , t.I,H '%� iN1� A: ! I INTENSITY OF NOT LESS THAN i FOO C,R,'ID1 F AT FLOGI LE:VEL . BLOCKING NOTE: GC TO PROVIDE ALL 3/4" THK. FiRI=-RETARDANT INA ALL & IN-MILI_10111PDRK PLYWOO; BLOCKING AS REQUIRED FOR TELEVISIONS, PLUMBING ACCESSORIES, COAT HOOKS; MILLWORK ANC SIGNAGE. GLAZING FILM NOT E: SEE SHEETA.201 FOR GLAZING FILM TYPES. - G2 POST -APPLIED TRANSLUCENT F!LM F1 POST -APPLIED BLACKOUT FILM KEYNOTES 902 TV MTD. ON WALL W/ POWER AND DATA BEHIND (RE: ELEC.) - GC TO PROVIDE BLOCKING AS REQUIRED. COORDINATE HEIGHT W/ A-601. �903 _ NEW PLAM SILL AT WINDOW SiLl_ (TYP.i ---- —-__---- — 904 ; PLAM MALL CAP EPLACEDOORWITH WINDOW r16f7__ BLACKOUT FILM FROM INSIDE, INFILL WINDOW WITH FURRING, PAT CH AND REPAIR GWB, j PTD C1020 BLACKOUT FILM FROM INSIDE 1021 -_ — BOTTLE FILLER RECESSED --------- -------- - ------ — -- -- — — -- -' 1022 SPECIMEN PASS THROUGH NEW WINDOW AS SCHEDULED —_------_---_-_—_-_----_-_-___ _ ------ EXISTING DOOR INCOPERABLE —----OW"J------- - — SSM COUNTER W/ CABINETS ABOVE & BFL, TYP, PLAM COUNTER W/CABINE_T_S ABOVE & BELOW --_—_—_� - - —1 — 1026 1036 1101 11103 — 104 LINE OF SOFFIT ABOVE 11106 _ f REGIONAL MALL MILLWORK W/ TV - REFER TO MILLWORK DRAWINGS 11107 11108 SSM RECEP COUNTER - REFER TO MILLWORK DRAWINGS !PLAM COUNTER W/CABINETS BELOW � PLAM CGUN T ER W16ACK5PLASH, SiCESr""LASH & SS SINK 1;11,� CABINETS Ar'�.OVc I 8 �ELO'"J i 1110 _ 11 i IG2 POST -APPLIED TRANSLi;CE!VT- 1112 I NEW PLAM SILL. AT WINDOW SILL I TYP.; - - -- -- ---- PLAM C OUNTERTOP WrEr/B,4CKSP1 A yli AIVD SIDESPLASH;-:'S -. - - -- { I1113 -----I dvi's v e architecture 1708 E Col;.3mbus Drive Tampa, Florida 33605 p 813 241 6700 s ?, I 2.47 i",;E'•Eli.�r"t4°{t��'Ir�S+`3��'{Cvi�ktmtP'�'..r: E"s'"'tl Ali reproduction & intellectual property rights reserved 2017 Project Da V4i Li;,;a DMG `FL) -- ZEPHYRHILLS 5935 7th Street Zephyrhills, FL 33542 Prepared for DAVITA MEDICAL GROUP in Association 41 HEF-S & ASSOGiATES, ii`4' COIN IF `T: KL.RL'=FF:S 1381 5TH ST SARASO T A, FL 34236 PHONE: 941.955.4555 GENESIS ENGINEER GROUP. LLC CONTACT: MIKE HANEY 1000 v..ASnL='! CR. l'2 TA.M,APA. FL I HONE: GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASHLEY DR. #900 TAMPA, FL PHONE: 813.523.6455 Profes - `- Co �Z N 0•4' 1 00 5805 bk s s1 drew J: Do=`f �110r'2018 5 11:21:44 AM No. Revision Des. -I nt!on. Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Descript;on Date Drawn By: WJ Checked By: SRS Project Number: 18190 Sheet Title FIRST FLOOR COTES P1 AN FIRST FLOOR - NOTE PLAM Orrfe cl dravcontents is m x ps rc not 1 Cale cor!tenta of rir?1"i�!"Ct 1 /4" = 1'-011 Sheet Number Al 01,,A �. r 2'-8" 3'-4" N 0 0 co 101 DOOR TAG 1 i PARTITION TAG 1 i STOREFRONT TAG Room name 101 A ROOM TAG PROPOSED NEW WALL EXIST. WOOD STUD WALL —____-- PARTIAL HEIGHT 'WALL EXIST. CMU'AiALI --� -- FIRE EXTINGUISHER c_j f i UNDER CA.B!NET LIGHT RCHITECTURAL NOTE 1. ALL FULL -HEIGHT PARTITIONS SHALL EXTEND TIGHTLY TO STRUCTURE ABOVE WITH DEFLECTION -TYPE TOP TRACK. ALL OTHER WA LS SHALL BE CONS T RUrC cD TO 6'' r' LSGVE SCHEi�ULED CE!LIFd^. "�.YADDITI NA.L BRAC!. tG SIt=LL BE +✓R''f>>IDEn"`'THE FRAMII'n CONTRACTOR. � 2. STUDS SHALL BE INSTALLED SEATED SQUARELY (WITHIN 111E") GA•.r,IST THE WEB PORTION Cam,. THE TOP AND BOTTOM TRACKS, TRACKS SHALL REST ON A CONTINUOUS, UNIFORM BEARNG SURFACE. 3. TEMPORARY BRACING MAY BE PROVIDED AND LEFT IN PLACE UNTIL THE WORK IS PERMANENTLY STABILIZED. 4. VERTICAL ALIGNMENT (PLUMBNESS) OF STUDS SHALL BE WITHIN 11960TH (1/8" IN 10'-0") OF THE SPAN. HORIZONTAL AL !GNMENT OF WALLS SHALL BE WITHIN 11960TH (1/8" IN 10'-0") ON THEIR RESPECTIVE DISTANCES, 5. SPACING OF STUDS SHALL NOT BE MORE THAN ± 1i8" FROM, THE DESIGNED" SPACE PRQViDE a THAT THE CUMULATIVE ERRCR DOES NOT EXCEED THE REQUIREMENT S OF Ti iE FIMSH MATERIALS. 6. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. REFER TO DIMENSIONING NOTES ON SHEET 0001. 7. ALL NEW DOORS SHALL BE 4" OFF WALL (H!NGE SIDE) U.N.O. 8. PROVIDE (2) ROWS MINIMUM 8" H!GH, 3!4" FIRE RETARDANT PLYWOOD, OR 20-GAUGE HORIZONTAL STRAPPING ON STUDS AT ALL WALLS WITH CABINETS. 9. ANY DRYWALL FINISH WHICH IS EXISTING TO REMAIN SHALL BE PATCHED, PRIMED AND P;^-,INTED TO'LIKE NEW CONDITION AND TO ACCEPT NEW FINISHES. CONTRACTOR SHALL DETERMINE BEST METHODS FOR PATCHING, OR !F DRYWALL WiLt, NEED TO BE REMOVED AND REPLACED TO ACHIEVE DESIRED FINISH. 10. 'rHERMOSTATS, FIRE EXTINGUISHERS, CABINETS, OR ANY OTHER WALL MOUN-I ED ARCHITECTURAL ACCESSORY SHALL NOT BE INSTALLED ON ANY WALL WITH GRAPHIC STRETCHINGS OR SPECIALITY FINISHING. 11. HYDRONIC PIPING IN EXTERIOR WALL CAVITIES ARE TO RECEIVE PIPE INSULATION. 12. FRAMING, GYPSUM BOARD AND EXTERIOR INSULATION TO EXTEND TO UNDERSIDE OF DECK AT EXTERIOR ENVELOPE. BLOCKING NOTE: GC .0 PrRQ`J!DL ALL 314" T iK. FIDE-RET:4?I?ANT !iV=WALL 8 Ill 1!`•_ �tii rsh: *' 'Jt�r ` Lr BLOCKING AS REAL TIRED FOR. TELEVISIONS, PLUIVIB!i�G .�4�C=SSO;t!"S; ": OAT MOCKS, nJ11!_'LWORK AND I SIGNAGE. KEYNOTES 1151 4' x 8' x 3/4" FIRERATED PLYWOOD MOUNTED AT FLOOR TO 8'-0" AROUND PERIMETER OF ROOM WHERE INDICATED � r� , o, des*ign styles architecture 1708 E Colurri� *L:> Drive I 6; r 4 7 �'7ffi a All reproduction & inteiiectuai property rights reserved 2017 Project Medica[ GROUP DMG (FL) - ZEPo-lYRHILL.S 535 7th S�reetel�yrniiis, FL 33542 Prepared for DAVITA MEDI AL GROUP In ASSociatio,; with. HEES & ASSOCIA T ES, INC. CONTACT: KARL HEES 1381 5TH ST SARASOTA, FL 34236 PHONE: 941.955.4556 GENESIS ENG!NEEP GR-" uP, LLt. Gu"v�ArT: IMIIIKE H_ANEY 100v N. ASHLEY DR. #900 TAMPA, FL PHONE: 813,523.8455 GENESIS ENGINEER GrRvUP, LLC CONTACT: MIKE HAN 7.' 1000 N. ASHLEY DR. #900 TAMPA; FL PHONE: 813.523.6455 i 3 Professio s , ?3 Y'Fiifi, Il ' yf r Andrew J. Dohmen, '12/10/2018 15805 1 1:21.45 AM No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision DesGnpticn Data Drawn By: WJ, Checi%ad By: SRS Project Number: 18190 Sheet Title FIRST FLOOR DIMENSION PLAN LAN Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number 1 FIRST FLOOR DIMENSION PLAN 1 /4" = 1'-0" Al U RL) a - 1044 - REFLECTED CEILING PLAN - E ND � 1044 Ell ACT1 10'-10" CEILING TAG EXIT SIGN: CEILING TYPE ® DIRECTION OF EXIT LIGHTED SIDE OF EXIT SIGN Room name ffE1A] R00!V1 TAG 1 i LIGHTING FIXTURE TAG LIGHTING FIXTURE TYPES ® B 2X2 FOCAL POINT'EQUATION 2' o E 4" RECESSED CAN LIGHT o E1 4" RECESSED CAN LIGHT AT SLOPED CEILING ® C 2X4 FOCAL POINT'EQUATION 2' L04 WALL LIGHT AT TOILET D UNDER CABINET LIGHTING FIXTURE CEILING MOUNTED EXIT SiG%' I SUPPLY C)IFFUSER (SEE MECH.'DR.>rS.'WiNG'i FOR .?ETA:1-S) RETURN DiFFLlS�.R (SEE :'EC i. D�?A�NIi�LyS FOR DETA'I_S; NOTE: FIXTURES LISTED ON SCHEDULE ARE BASIS OF DESIGN. ALTERNATES MUST BE SUBMIT—'. FOR, ARCHITECT'S REVIEW AND APPROVAL 10 DAYS PRIOR TO BID E = 1044 1037 REFLECTED CEILING PLAN NOTES • SEE ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING, LIGHTING CONTROLS, AND SENSORS • CONTRACTOR TO SUPPLEMENT EXISTING CEILING CAVITY INSULATION TOMEET MINIMUM 30 R VALUE. PROVIDE AIR EDARRIER BETWEEN iNSUI..A T iON ,AND CEILING KEYNOTES 1037 I REPAIR DAMAGED! DETERIORATED SOFFIT AT THIS LOCATION 10 44 EXISTING FASCIA TO BE REFINISHED, PAINT TO MATCH EXISTING i METAL ST:.iD FRAMING, EXTEND TO STRUCTURE +y SCHEDULED "Eli INGj SYSTEM SEE CEILING PLAN FOR HEIGHT:§ _D_; r--- - — T B.O. CEIUNG -- I •- - — e ELEV.: SEE PLAN N. 5/8" GYP. BD., PAINTED 2 CEILING SOFFIT SECTION (TYP) U 1 1 /2" = 1'-0" B.O. CE!LG?G J.: SEE PLAN SEALANT, '~"P. METAL CORNER TRiPr, TYP. design styles architecture I; 08 E t:r_;Iun! nibus Drive Tampa, pa, Fbrido 3,3605 p t l 3 Lo t 6.00 f 811 3 247 31-157 cie;uigr".stylestxchite ture.c orn #ANOW 33` 3' Ail reproduction & intellectual propeity rigrts rese, Jed 2017 ,s"Srui��t =z � " to Y DMG (FL) - ZEPHYRILLS v' 1�t1 si'.i 0 _%ie . pyrhi st FL 33542 Prepared for DAVITA MEDICAL GROUP in Association iioth HEES & ASSOCIATES, INC. CONTACT: KARLHEES 1381 5TH ST SARASOTA, FL 34235 PHONE: 941.955 4655 GENESIS ENGINEER GFROUP. LLC CONTACT: MIKE HANEY 1000 N. ASHLEY DR..4900 TAMPA, FL. PHONE: 813.523.6455 GENESIS ENGINEER GROUP LLC CONIA T. MIKE HANE i 1000 N. ASH LEY DO /#90, TAIMPA. FL PWC'NE: 811. 0.6A55 A, �v` " 2VW v DQ l FRO" 5805 N-, drew J. 12/10/2018 5805 11:21:47 AM No. Revision Description Date _ _ 1 PERMIT AND SI SET 12i10/2018 No. Revision 'Des'G^rtlOr Date METAL STUD FRAMING, 1044 EXTEND TO STRUCTURE £' MAX. Drawn?;': "'! ::hE red 4v: SPS SCHEDULED CEILING I Project Number: 18190 SYSTEM, SEE C51A530, TYP. _ I - I o Sheet Title Z t I �_� FIRST FLOOR i �1 l B.O. HEADER-4_n.HEADER FFLEC TED ELEV.: SEE PLAN �^, g-� 1044 SEALANT, TYP. g i [,i ;�, C E L I t i� LAN 5/8" GYP. BD., PAINTED Original drawing is 24 x 36 Do not 1044 METAL CORNER TRIM, TYP. a scale contents of drawing Sheet Number FIRST FLOOR REFLECTED CEILING PLAN n METAL STUD HEADER (TYP) a 1 ""% 1 R 1/411 = 11-011 1 1/2" = V-0" A U A 1037 a r.: AREAS SHOWN TO BE SAWCUT, REMOVED, AND REPOURED ARE DIAGRAMMATIC ONLY AND INTENDED TO SHOW THE GENERAL INTENT AND MAY NOT SHOW THE ENTIRE SCOPE REQUIRED TO BE REMOVED AND REPLACED. GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS SHALL BE RESPONSIBLE PRIOR TO SUBMISSION OF THEIR BID TO COORDINATE WITH THE PLUMBING AND ELECTRICAL, SUBCONTRACTORS; AS WELL AS ANY vTHER PRODUCT THAT MAY BE REQUIRED TO BE INSTA.LLEDIN OR BELOW THE FLOOR SLAB T() DE I'2 MI -NE THE ENTIRE SCCPF SLAS ;;I: I rl�;v, REV r`vAL AND.) REPLACEMENT REQUIRED'. 4 4a { NEW CONC. SLAB KEYNOTES 1152 ( SAWCUT EXISTING SLAB AND INFILL TRENCH WI NEW CONCRETE (TYP. IN ALL AREAS j SHOWN ON THIS PLAN). SEE STRUCTURAL ' f' ds 'R i i 1 design styles a! cfer I ' 2, " %-, '� �; 4 , , � — � L-' ;r p 813 241 6700 f 813 247 3757 d esi g nstyl esarc�hitecture. c Om01/ All reproduction & intellectual property rights reserved 201. D aV i OC a Project w R D (FL) ZEPHY HILLS 5935 7th Street 7ephyrhills, FL 33542 Prepared for DA` ITA MEDI1DA GROUP in Association with, HEES & ASSOCIATES, INC. CONTACT: KARL HEES 1381 5TH ST SARASOTA, FL 34236 PHONE: 941.955.4555 GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASH LEY DR. #900 TAMPA, FL PHONE: 813.523,6455 GENESIS ENGINNEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASHLEY DR. #900 TAMPA. FL PHONE: 813.523,6455 r..r�.• 4 Prof A Andrew J. Dohmen, AR # 12/10/2018 ,1A5805 11:21:47 AM No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Descriotion Date Drawn By: UJJ Checked By: SIBS Project Number: 18190 Sheet Title SLAB PLAN (T) 1 SLAB PLAN Original drawing is 24 Y. 3E Do not scale contents of drawring Sheet :umber 4"'h ,�� 1 /4" = 1'-0" — — f it , I __ I � .. I. _.. 1 _. _ 1_ ' t I t I t � llIF1711 IA i _ I � r I a�li .,. If. �fIIInI1.I. tne{ I i1 III!'.�I!'. t.�e'LT'�71�I�.I�`re. 'I_.1 I .li _ - 1 _ -- —� - '..i t+ I�'I it i _ I I �----_n _�.'. 1" i � �t,. riiist�w t�tr/�� • i_ _ � ! ..-- - IA1 '. " '!'� R�91�"1 I ,' 1 SOUTH 1/8" = 1'-0" 1024 EAST 2 1/8" = 1'-0" 1042 1 1042 1042 \ b 1025 W1 — — — — — — 1039 — � � -- -- --- — — 1042 -- — 1035 — 3 WEST 1/8 = 11-011 9 1nd) 'd 1, -. � •. ... - . . - . _ � � i � I I.I - - - i� _ _ _ E4 1025 W2 n 1035 S ROOF __ ,n 11'-0" `� ROOF SLAB PLAN 0'-0" V I 1041 +� it•_'-, - �_ .'- �' -_�' _�.__ -_ \\ �-_ .� -� -�� � s iI Ili I G - ��--�,-=•� -' ROOF 1 1 � ROOF 11'-0" V LAB PLAN o" - Q„ 1023 W1 1026 1040 E2 1040 4 NORTH 1 /8" = 1'-0" GLAZING TYPE LEGEND L1 t/4Lf"RR J•� IR(ii?[?'R�• j i i G2 PG',333,T "AP 101.1ED F1 RLACKOU i F-iLM TRANSLUCENT F!LM ' 1 CLEAR INSULATED GLASS I G1 S SPANDREL GLASS T INDICATES TEMPERED GLAZING I t POS -APPLIED FILM: G2 SOLYX F1 SOLYX WHITE TRANSLUCENT FILM SOLYX BLACKOUT FILM STYLE: SOLYX SXWF-TWN 60" WIDE SIZE: 60" WIDE COLOR: TRANSLUCENT WHITE MATTE STYLE: #SXWF-BO I dsd CJe"**:Sign siye 0 architecture sf J S fir+* 33605 d sign rtyiesarchfc3iRn e.c om AA 3393 --------- --- All reproduction & inte"ectuai property KEYNOTESrights reserved 201 [1023 ?REPAIR DAMAGED EFTS AT THIS LOCATION, P'fD TO FhATCN ADJACENT WALL 1024 TEXIST. DOOR TO REMAIN. REFER TO DOOR SCHEDULE SHEET FOR j DOOR 8R HARDWARE INFORMATION I NEW CMU INFILL, SEE STRUCTURAL --- — . --- - --- — 1025 1026 NEW WINDOW AS SCHEDULED _ 1035 I REPAIR DAMAGED SOFFIT AT THIS LOCATION ----- -- 1038 REWORK/REPAIR VENTILrATION IN SOFFIT 1039 REPAIR/ REFINISH GATE 1 1040 \EPAIR DAMAGED EIFS AT THIS LOCATI0v 1041 �2 _ N.C. PARKING SIGN— — -- - \ 1 LIGHT FIXTURE, SEE ELECTRICAL Project n'*a '. DGk j- ZEPHYRHILL 5935 7th Street Zephyrhills, FL 33542 Prepar68 for DA i € A I`N ED11:0,AL 3R0UP In Association with: HEES & ASSOCIATES, INC CONTACT: KARL HEES 13815TH ST SARASOTA, FL 34236 PHONE: 841.955.4555 GENESIS F NG9iNEER GR NIP, LLC CONTACT: WKE HANEY 1000 N. ASHLEY DR. #9001 TAMPA, FL PHONE: 813.523.6455 GENESIS ENGINEER GROUP, LLC CON" CT: MIKE HANF' 1000 N. ASHLEY DR. #900 TAMPA, FL PHONE: 813.523.6455 sl Seal � �f. e eyl 1. rew Dohmen, AR # 12/10/2018 5805 11:21:50 AM No. Revision Description Date - —1 --- PERMIT AND BID SET-1911012018 No. Revision Description Date Drawn By: WJ Checked By: SRS Project Number: 1uiy0 .r t Titie EXTERIOR. ELEVATIONS Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number BLACKOUT FILM 1" POLYST, GLUE ON E WALL INFILL 21/; STUDS @ 1 1 5/8" METE AND INSUL 5/8" GWB EX. WALL EXIST. REMO\ EIFS T( OPENIP WiNDO FLUID) WATEF AROUN NEW EI MATCH VINYL I EDGE BACKE AND SE SHIM AS REQUIRED EXISTING WALL AND WINDOW BACKEROD AND SEALANT ALUM. SILL FLASHING TO MATCH STOREFRONT FRAME NEW EIFS WEEP SCREED SLAB PLAN O' - 0" REMOVE EXISTING EIFS TO 8" AROUND EXISTING WALL OPENING FOR NEW STRUCTURE WINDOW 1" POLYSTYRENE FLUID APPLIED INSULATION WATERPROOFING 8" AROUND OPENING - GROUT EXISTING WALL AT HEADER NEW EIFS TO MATCH EXISTING MATCH INTERIOR FINISH TRIM AT OTHER WINDOW FIXED GLASS/ ALUM. STOREFRONT FRAMING SEALANT 3/4" THK. PLAM SILL W/ 1-1/2" FACE - PLAM ON ALL EXPOSED SURFACES ,�— 1/4" GWB WITH L BEAD TERMINATION AT RETURNS Nit � d l "da CMU BLOCK INFILL d I m •ate � <- - � - � �!'. I - I 1, 4 a d c - G ' d 'd SLAB PLAN _ 0'-0" VINYL DRIP EDGE BACKEROD AND SEALANT SHIM AS — REQUIRED SHIP REC BAC ALU MAT FRA EIFS WEEP rW .4 d -d - a e din = d 9 a• nf a 1 d yn 0 c i tr:S yla--=Wtecture.con-k #AAWOK- 39.3 Ail reproductions & rights reserved 2Q17 rroje�t EXISTING WALL STRUCTURE Did Ita DIVIG (FL) 1" POLYSTYRENE INSULATION zEPHYRH i LLs 5935 7th Street Z-ephyrhilis, FL 33542 — STEEL ANGLE TYP.. SEE Prepared for STRUCT. UAVITA MEDICAL GROUP SO i r, f` r1 1/4" GVVIB WITH L E31✓'40 TERMINATION AT RETURNS NEW WiNDONi AS SCHED. SEALANT 3,14" i HK. PLAM SILL'01i 1-1,2" FACE PI_,AI.4 ^,A, ALL E PC EU SURFACES 114`' GVv'B \^JITW L BEAD TERMINATIO^I AT RE' URtiS OCK INFILL In Association with: HEES & .ASSOCIATES, INC. C 0 N T, A01 T 'KARL hEEJ 1381, 5TH ST SAkASO -A, FL 34236 PHONE: 941.955 45 55 GENs.SiS Ef'4GINEER GR; IMP i.L Cs CONTACT: NflKE .'HA'N-Y 1000 N. ASHLEY DR. #f90C, TAMPA. FL PHONE: 813.523.6455 GENESIS ENGINEER GROUP; LLC CON i ACT: MIKE: HANEY 1000 N. ASHLEY DR T,AMPA, FL PHONE: 813.523.64iS Pr 6 Cog f , !'i is it+ir -r An J. Dof riT Af f ' 1211 {ii2018 805 11:21.52 A,vi i No. Revision Des rioticn Date 1 PERMIT AND BID SET 12/110/2018 No. Revisio, iJesw01W-n Date Drawn By: WJ Checked Bv: SRS Project Number: 18190 SLAB PLAN ,� � Sheet Title , WALL SECTIONS WITH DETAILS 3 WALL SECTION 3 311 =1 1-011 WALL SECTION 2 2 311 = 1'-0" WALL SECTION 1 3" = 1'-0" Grl41ra1 drwing i5 24 y 36 Do m;t scale oontenfs or d!avving Sheet Number _- • - I _ _ � _ , o e,m �u a � ��. , _ -_i __ !. _ u, .--'�' - - 1 7"!• '�'IFi [ae1�R 1�i. '!!?A,1'F9 �IA>R� �lp.e. _4111 _. _ ! 1 - I P !!� !_ !' , _. _ I. ! ! _ d 1 I 1 'I Jf111114 _ � _ _ 1 1 A I 3'-10" 11, lip31-all 1„ KEYNOTES _ 904 _ — PLAM WALL CAP ---- - - -- -- -- 00 M LO ao N CV Ch 9 1 0 A653 11 12 ENLARGED PLAN - MA / CLINIC NURSE STATIONS 1 /2" = 1'-011 0 116 SF \ 2 ENLARGED PLAN - EXAM L BE08 oa o BB --1— --j 1103 4 A653 I I i I I L—,--J 1104 i8 ENLARGED PLAN - WAITING 1/2 = 11-011 2 10 ENLARGED PLAN - J.C. / W.H. 1 /2 = 1 -0I `J L. I I I 1104 I I I e 1108 AF05 i F� iL — — — 11 ENLARGED PLAN - VENIPUNCTURE 1 /2" = 1 '-0111 ENLARGED PLAN - REFRESHMENT STATION 1/2" = 1'-011 f If i i ! I I I I I 1116 I I 12 652 1103 A CN ------------------- 1104 1101 SSM COUNTER W/ CABINETS ABOVE & BELOW, TYP. _ 1102 SPECIMEN PASS THROUGH _ 1103 PLAM COUNTER W/CABINETS ABOVE & BELOW --- -- - -- --- -- — - - - - j 1104 LINE OF SOFFIT ABOVE 1107 _ SSM RECEP COUNTER - REFER TO MiLLI"JQRK DRAWiNiGS ` 1108 PLAM COUNTER W/CABINETS BELOW_ 1110 PLAM COUNTER W/BACKSPLASH, SIDESPLASH & SS SINK W/ CABINETS ABOVE & BELOW 1113 PLAM COUNTERTOP W/BACKSPLASH AND SIDESPLASHES 1114 2" x 2"X1/4" VERT. STEEL ANGLE SUPPORT (2" x 1-112" X1/4" HORI7_.ANGLE @ 4'-0" O.C. TO RUN W/1N WALL CAVITY ANCHOR EACH SUPPORT TO FLOOR SLAB W/ (2) 112" DIA. EXPANSION ANCHORS -_ - — � � � � styles 1116 GROMMET, LOCATION TO BE COORDINATED WITH OWNER — _- _- architecture Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 Sig rstv.esarclifecivre.cc)m ngms r8sP-rvsd 2011 Project _. mvm U aV i L # < 4. �a �!I —_-- I DMG 'FL) fi � e ZEPHYRHILLS i ------- ---- - - 5935 7th Street Zephyrhills, 1 FL 3352 Prepared for DAVITA MEDICAL GROUP \ ' A652 i � in Association with: 77 - - - HEES & ASSOCIATES, !NC 13' -11 1(2" 9 �, j CONTACT' KA? _ :N.ci=S 5' - 4 31c' 1381 5TH S T -- �----- --- - ----- -- � ' I SARASOTA, FL 34236 3 --- - PHONE:941.955.4555 I rf 6 A655 I �I A655 u CHI 1107 CHIC iJ 11G8 CHIC GENESIS ENGINEER GROUP, LLG �+ CONTACT: MIKE HANEY 1000 N. ASHLEY DR. #900 - - - i - - - - - - i - — -- _ TAMPA, FL 1116 PHONE: 513.523.6455 i ! GENESIS ENGINEER GROUP, i C — © C) CONTACT: I11 iu HN_Y ---- - - ----! ----- - -1— --- -- - - - - - -- - !-' 1000 N. ASHLEY DR. #900 ---------- ---- r----------------� a -- - -- -�--- ^_--, -- ..- - ----_ ------ -- _ -- - -- __ PHONE: 8.,,10'.6455 1114 8 lie 4'-0" 1 4'-0" 4'-0" I � � A652 i ENLARGED PLAN - CHECK - IN/OUT14 1 /2 — 11-011 BE7 J —_ — — Li L _L 1103 I � - 4 A652 1 i MED ROOM I I 98 SF I ' I 1 e LU -1104- ----- 9 ,1 —' LAS ;P03) '125 SF C A6w L. i .,2, Profe `n eal ;t r -v r J. Dohmen, AR # 12110; 2018 5 1111:56 AM No. Revision Descrirticn Date 1 PERiv11T AND B!D SET 12/10/2018 N:. Ravislon, Des- iiPdor Date Drawn By: WJ Checked By: SRS Project Numher: 18190 Shaet Title ENLARGED PLANS K ., Oiriginai drawing is 24 x 36 D'J nc`i !Ill 9 ENLARGED PLAN - WORK 3 ENLARGED PLAN -MED ROOM 1 ENLARGED PLAN - LAB scale corten;c ofrarvinr ENLARGED PLAN - TEAM WORK ENLARGED PLAN - TEAMMATE LOUNGE 1 /2" = 1'-011 1 /211 = 1'-011 1 /2" = 1'-0" Sheei Number 6 1 /2" = 1'-0" 5 1 /2" = 1'-011 A401 ,I I ! —' LAS ;P03) '125 SF C A6w L. i .,2, Profe `n eal ;t r -v r J. Dohmen, AR # 12110; 2018 5 1111:56 AM No. Revision Descrirticn Date 1 PERiv11T AND B!D SET 12/10/2018 N:. Ravislon, Des- iiPdor Date Drawn By: WJ Checked By: SRS Project Numher: 18190 Shaet Title ENLARGED PLANS K ., Oiriginai drawing is 24 x 36 D'J nc`i !Ill 9 ENLARGED PLAN - WORK 3 ENLARGED PLAN -MED ROOM 1 ENLARGED PLAN - LAB scale corten;c ofrarvinr ENLARGED PLAN - TEAM WORK ENLARGED PLAN - TEAMMATE LOUNGE 1 /2" = 1'-011 1 /211 = 1'-011 1 /2" = 1'-0" Sheei Number 6 1 /2" = 1'-0" 5 1 /2" = 1'-011 A401 ,I I ! 3 W-01 REGIONAL WALL - INYL WALLCOVERING APE AND JOINT COMPOUND RY REGLEt REVEAL DRM-50-128 i '8" DRYWILL j --- ------- REGIONAL WALL- REVEAL DETAIL 4 N.T.S. W-01 REGIONAL WALL - INYL WALLCOVERING APE AND JOINT COMPOUND RY REGLEt REVEAL DRM-50-128 i '8" DRYWILL j --- ------- REGIONAL WALL- REVEAL DETAIL 4 N.T.S. /4" 3/4" 3' -11" 3/4" 3/ " CM - M _ 1_- — i 3 �I II r — 3 LJ�POWER A501 4d— 1I DATA I, II L---_}._ M 2 TV MILLWORK - ELEVATION 1 1 /2" = 1'-0" PEI DIRECTION OF PLAM PATTERN OUTLINE OF OPENING IN MILLWORK CLEAR AREA FOR INSTALLATION OF LOWPROFILE MOUNTING BRACKET OUTLINE OF TV - CENTER IN MILLWORK 4 7/8" 5'- 3 5/8" 4 7/8" EQ EQ OF EQ 2' -1" 791L 2' -1" EQ I I REGIONAL WALL PLAN DETAIL 3 1 1 /2" = 11-0" SLOPED G' SCRIBE VIP TO MILLW( EDGE OF A BEYOND 3/4" THK. F PLYWOOD FINISH ON SURFACE 5/8" INTERI 6" EXISTIN( FRAMING SCHEDULE SCHEDULE 1 REGIONAL WALL 1 1 /211 = 11-011 ROOF iIoil - )USTIC CEILING TILE & D SYSTEM YL WALL MATER>,AL (RNl ) VER & DATA - REFER TO NATION VL1j ',L ERIAL i 'A'4, {EDULED BASE IERE BASE TO 5/8" G'14B F_LAN��\`, 01 — V" �� �e d.,sci assign styles arch1tecture 1 ?u3 F C of=urnoas Drive Tampa, Florida 33605 ryp 813 24.1 6700 f 881312!�47 3175-.7 �E.'$iqi`t$1ytEiJ�.N�riN�`wL.�Mi�+.Vv� 7 . #AA,a')03:i 13 All reproduction & intellectual property rights reser.+ea 2017 Project 40ft Iff %a %���:��, •ems �-- +�F�Yt DMG "FL) EPY1 L 5935 7th Street Zephyrhiils, FL 33542 Prepared fe, GROUP in Association with: HEES & ASSOCIATES. INC. CONTACT: KARL HEES 1381 5TH ST SARASO T A, FL 34236 PHONE: 941.955.4555 GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASHLEY DR, #900 TAMPA, FL PHONE: 8'i 3.523.0E+55 GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANE`( 1000 N. ASHLEY DR. #900 TAMPA, FL PHONE: 813.523.6455 Andrew J. Dohmen, AR # 12/10/2018 15805 11:21 �5-17 AM No, Revision Descrtintirn Date 1 7141T AND BID SET 12/10/2018 No. Revision Description Date Drawn By: WJ Checked By: SRS Project Number: 18190 Sheet T;tie ENLARGED DETAILS Original drawing is 24 x 36 D, not scale contents of draurng Sheet Number A501 ACCESSORY FIXTURES KEY DESCRIPTION COUNT MFR MODEL COLOR COMMENT AF01 TOWEL DISPENSER - SHORT 2 BRADLEY 252-P10-636- AF02 jTOWEL DISPENSER _ 10 �4 BRADLEY 250-15-Pl0-636- - AF03 0 I TOILET TISSUE DISPENSER _ _ _ BOBRICK ! -i-- ' 8-2840 DOUBLE -ROLL AF0F0 M SOAP DISPENSER -- 10 �- — GOJO + — LTX-12 AI F05 AND SANITIZER ' i a -- -- 1 PURELL _; ! BRADLEY L.TX-12 ' 18" X 36" MIRROR W/SHELF ---� , �AF06 ----------- I S.S.MIRROR 17815-1 �536 _�------- I AF07 I STRAIGHT GRAB BAR 42' 4 --- _ _ _ _ _ BRADLEY --' B832001-42 AF08 �' _ STRAIGHT GRAB BAR 36" _ +4 - IBRADLEY B832001-36- AF09 SANITARY NAPKIN DISPOSAL ----- 14 I BRADLEY 4A10-11 -�---- - --- -- - ,AF10 rF10a --I !SINGLE HOOK DOUBLE HOOK -- -- - _ 12 6 --- - IBRADLEY '3114 BRADLEY - - 9124 - - - -1- ---- ------ — — -- - I AF11 MOP -BROOM HOLDER W/3 HOLDERS 24" W \ } BRADLEY \9953 BRADEX -_ AF12 , 1 SHELF ------ 1 l BOBRICK B-298 --I108 AF13 PASS -THROUGH SPECIMEN CABINET_1 :FERGUSON BRADLEY 9813 -1B832001-18 AF15 STRAIGHT GRAB BAR 18" 14 BRADLEY AF16 STRAIGHT GRAB BAR - 24" _ _ 4 BRADLEY B832001-24-- ,AF17 TRASH CAN 5 TBD TBD I 3/4" FIRE RETARD PLYWOOD BLOCN (4) BOLTS WITH %"-20UNC-2A THR GRADE 5 OR HIGf EQUIVALENT 6-1/2" X 10",11 GA METAL BACKING PLATE WITH (4) 91 HOLES SECTION 12 WALL -MOUNTED TV ARM ATTACHMENT 1 1 /2" = 1'-011 O OUTLINE OF 3/4" f RETARDANT PLY\ BLOCKING IN WAI (4) BOLTS WITH %"-20UNC-2A THE GRADE 5 OR HIGI EQUIVALENT TV ARM MOUNTII', BRACKET PLUMBING FIXTURES KEY DESCRIPTION COUNT MODEL COLOR COMMENTS BF1 FULLY RECESSED BOTTLE FILLER 1 _MANUFACTURER ELKAY LZWSM8K EWC1 BI-LEVEL BOTTLE FILLING STATION 1 SEE PLUMBING SCHEDU. 327 WALL -HUNG DRINKING FOUNTAIN W/ BOTTLE FILLER FD1 LAV1 FLOOR DRAIN LEDGE TYPE WALL HUNG LAVATORY 5 _ 1_ 1 SEE PLUMBING SCHEDULE _ MB1 P03 MOP SINK _ COUNTER LAV 1 1 1 SEE PLUMBING SCHEDU. _ SEE PLUMBING SCHEDU. 182 50 _ WC1 WATER CLOSET - _ 4 —I _ - IDICATOR LIGHT YLON CORD I— — — — 905 1004 1028 1029 1030 1031 KEYNOTES NURSE CALL PULL STRING 111111114TMO 8"D x 24"W x 36"H SURFACEMT•D CABINET MIOUNTED "" .kBDVE Tlit= OF Wt' -- - -- - - - - - ----- - - --~ PROVIDE 5/8" T HK FIREP.ATED PLYUVOGD BLOCKING';N 1'*LL_S Cry ALL GR ; s BARS INSTALL WALL PROTECT 9ON PANELS TO TOP OF INTEGRAL BASE - PROVIDE COUNT. CLEAR SEALANT t.101P ED(_4E -i (TYP.) PROVIDE ADA " MPi ' IT Pipcjmr' t- ' iia, I 9 4 design styles archRecture 1 7' 8 x" Coi4.rn%D- t, Dr* f of�' 05 P 8131241 57v0 If 8'. 3 247 3757 designstylesarchite cture.:.om #AAj Rom°_ 3 : All reproduction & intellectual property rights reserved 2017 Project 1L v -_. g -A DMG (FL) -- ZEPHYRHILLS I I 1 -50935 7th Street Z_`ePhyrhiils, L %3542 Prepared for ! � -� n r— iv • g ^S DAV I I A UAL GROUP I in Assoc aiion vJ466 1 111. I HEES & ASSOCIATES, INC. CONTACT: KARL HEES 1381 5TH ST SARP.SOTA. rI_ -34236 PHONE. 941.955.4555 i GENESIS ENGINEER C'RCIJP.1 C CONTACT: MIKE HANEY 1000 N. ASHLEY DR. #900 TAMPA, FL p _ HEIGHT wc� I CABINET ABOVE TOILET 5 !� { PHONE: 8'i3.523.6455 I i - - - - "'� O° I FLOOR DRAIN - TYP. FOR , I _%1 I GENESIS ENGINEER GR1.1'UP, LLC A601 6 3/4" FIRE RETARDANT I J -- - - ---------- -- - ALL TOILET ROOMS CONTACT. MIKE HANEY 1000 N. PLYWOOD BLOCKING i o I - - , -- TAMPA. FL HLEY CR. #900 PHONE: 813,523.W6 DRINKING FOUNTAIN rz�W BLOCKING DETAIL -GRAB BARS 10 1 /2" = 1'-0" 1 1 /2" = 1'-0" I I I I 7' - 1 1 /811 I A601 " istyr Seai I ! I CE02 AF1G I15 - - - - - -�- -- TEAMMATE TOILET A•F1g AF16 �! AF16 AF16 ! �/ i y I 6" -MAX, ' o" �.1N. D1 KNEE LINE OF 6-0" DIAMETER r =- -- ---- SLAB PLAN - \ TURNING SPACE ' w J. AF16 D00%11`ft;`AR`- 12/10/2018 - i ' 0' - 0" 805 11:22:01 AM.' J io AF15 ' TOILET ROOM - ADA COMPLIANT SINK & LAVATORY SECTION -? AF03 i - S TOILET ROOM - PLAN TYPICAL r,(PICAL No. Revision; DeWiptiorl Date ZOOi I \ i VITALS -GRAB BAR ELEVATION ENLARGED PLAN - ViT,�I,, AF09 , 1 �,A601 % li ! 15 1 /2" = 1'-0" 14 1 /2" = 1'-0" 4 1 /2" = 1'-0" sim 3 1 1 /2i1 = 1'_0'' - 1ID 8iD SE T 12/10/2018 i pChfftll; Ai T - 01 /2" 13 --- - - - -- - --- — - --- \ 2 ( -- --- 1'- 0 5/16" 6,1 j ----- -_-- --- - -- -- I ! II AF08 AF02 FOrol - ! I 2, 011 , ! -- ---- - -- -- -- 905 ! -71 AF07 AF03 AF15 AF13 1 L04 /' 10--�` — - - 39" MIN - 41" MAX AFOS/ AF �FO AF06 i AF17 1 _ _ _ _ _� _ I No. Revision Description Date C I / i I AF06 AF04 AF02 AF15 I A.F15 I ----- -- --- \ AF17 AF10 \ I 3'-6".-4 / z ------------------------ _31 01� =_=r 6,1 1 10 A -I ------ --- -- - / 2 \ AF08 D1 \ '/ FD1 1 / 1029 o I 030 !� --- -- --- ( --- --- - --- -----�---- AF15 I - I E o FOG ----- -- -------------- AFO / D1 I / I ` � / , 0o i - I 2 A601 I ,- -- - - -- - - - -- -- 2 r �- i I 1 i AF15 �1 A601 - In I i AF03 I o 8 AF08 9 i AF03 I I '� AF02 co A601 1 ti I AF07------ `o I F09 AF07 ( _ T - - -- --- (�;; I w ------ --------- F0 - --- - AF07 ` %--------- - _\ ___________� --� /' / \ ! 2 I � (---------- i �I (-- AF09 7: _91---------- I AF4 \ / I x ! z4 ----------------------f-- � / C LL. s Q 1 n o f L? � H L LAB TOILET/ �F06 I / I AF08 o I a 1 05 i /� 1 P- 1 t S TEAMMATE \ 52 SF / I 0 o WP-01 0 o a ' !a="-, -- F0� I r DrBv� t By: �J C er,,.e„ r,y; SR, AF10 / i _ = 1031 V = o o III _ i I, ; P ,ecr 1 "G TOILETo v v - , - L - �F10 AF04 AF AFo8 �*— ; u� i r I% N;muer' Ss AF17 ° M N 1004 D1 "' I i !�i j i f( j = I r^ 1 i 1 I? Sheet Title -- -- - - --- -- - -- ^ - = - I AF09 i ' + j I i I+ ` ' i ' ' I 04 ----- -- I --- -I - - � - - - - --- AF06 I I- - - i i� 1 i ) ,- (( �, ,.,1,1 RESTROOM I I i i ! I \ I 1 l I, 1 SLA PLAN,,', - �-,- �� h - t-.A' �i _ 6" HOLD ' ®' - 0" �- �"'-�. —�i'- )t �;�' `� E LA R � E 11 T -101 /4" 6-0"MIN. PLANS AND $ ENLARGED PLAN - TEAMMATE TOILET 7 ENLARGED PLAN - LAB TOILET 9 ENLARGED PLAN - PATIENT TLT 2 TOILET ROOM - FIXTURE WALL ELEVATION (TYPICAL) TOILET ROOM - SIDE WALL ELEVATION (TYPICAL) ELEVATIONS 1 /2" - Al_011 1 (211 = 1 '-011 " = 1 II " = 1 Ii 11 = I " i g i n ma drawn is 4 x 36 o no', 1 /2 1 -0 1 /2 1 -0 1 /2 1 -0 scale contents of drakMng I ' Sheet Number --------------------------------- ------------- bu'ffm GRAB BAR @ SPECIF',E 13 NURSE CALL PULL CORD DETAIL 311 -1I-Off 1 SLAS PLAN 18" MiN. 6" MAX. DRINKING FOUNTAIN 1 r , DRINKING FOUNTAIN 2 6 1 /2" = 11-011 � ' 1 /2" = 1'-0" P N 01 -off \/ 17" MIN. J. OUTLINE OF SURFACE-MTD �_ _ mum uuaauW.�■1■uuaau�ua�■uuaw e■R uJ■u l auw'■ ll uml ■■ u�W1 d■111 u I,tl . E1111111,111111 in > CN A655 6 A655 5 - 4 3/8" 13' -11 1 /1' 1, 10 Sim 7 - A654 (---- .' i I;j 9 — - -- o �- - -- -r---- yl !� FILE FILE FILE I; �I li FILE pl �I FILE III jji i FILE FILE � i I 1'-6" 2'-97/8" 1'-6" I 1'-6" 2'-10" � 1'-6" 1'. 6-1 2'-11" j 1'-6" 1'-6" 1014 SLAB PLAN 0'-0" 1004 1 1 /2" 9 MILLWORK ELEVATION -CHECK - IN/OUT SOUTH MILLWORK ELEVATION - CHECK - IN/OUT NORTH 1 /211 = 1'-011 " 1 /2" = 1'-01' 1'-81, 2'_0" 31-01, 2'-6" 11/211 7 MILLWORK ELEVATION - TEAMMATE LOUNGE 1 /211 = 11-011 12 MILLVVUKK tLtVA I IUIV - VVUKK 1/2" = 1'-011 21-d" 2'-All 1" 1 1 /2" C a 1 1 let" 1' . 0" 3' - 0" 1' - R" 3' _ n" 1' . F_ 3 MILLWORK ELEVATION - MED ROOM 121 N 1/2" = 1'-011 21/21, 2'-61, 21-6" 21.61, 21-911 <V A PLAN 01 — 011 KEYNOTES --- 11001 -- 1002 --- - --- -- --- -- —� DIRTY SINK SIGN -- -------- 24" DEEP LAM. CABINET W! ADJUSTABLE SHELF (3) SUPPLY DRAWERS & (1) STORAGE DRA'�R j 24" DEEP PLAM BASE CABINET W/ (1) ADJUSTABLE SHELF SCHEDULED WALL BASE 1003 1004 1005 _ SOLID SURFACE COUNTERTOP W/ BACK SPLASH, & SIDE SPLASH, AND INTEGRAL SINK 1 1/2" TH_K PLAM SUPPORT GUSSET 11006 1007 12" TALL SPLASH GUARD, SEE DETAIL 14/A654 1008 15-1/2" DEEP PLAM UPPER CABINET W/ (1) ADJUSTABLE SHELF & INTEGRAL LIGHT VALENCE SOFFIT I I CLEAN SINK SIGN ---- -- -- - --- 124" DEEP ;`SLAM BAX CABINET W! REMOVABLE PLAM, ACCESS PANEL - - - -- ----- -- 124" DEEP PLAM BASE CABINET W/ (2) SUPPLE DRAWERS & (1) FILL ?A,FER - ----- -- -- ------ - It-15-1/2" DEEP PLAM UPPER CABINET W_ 1(.,) ADJUSTABLE SHE_LF _ 24" DEEP PLAM BASE CABINET_W_ (1) SUPPLY DRAWEER AND (1) ACJiJSTABLE S!-IELF - - -------- --- — I SCR1BE VERTICAL SS_M LEG TO FINISH F L 0 0 R -- — ----- ------------- ---- - �4 DEEP PLAM SA.SEC:aSI^lET----------------------------------------------- ------ ' I - - -- �' PLAM PANEL - PROVIDE PLYWOOD BLOCKS IN WALL _ - -- --- - - -- - - - — - SSM RECEP COUNTER REFER TO MILLWORK DRAVONGS- ---- --- - - ---- - ---- - i PLAM COUNTER WiCABINETS PLAM COUNTER W/BACKSPLASH, SIDESPLAS_H & SS SINK 1,'W CABINETS ABOVE & BELOW 1009 �GWB 1010 111 011 11014 11018 j 1019 --' --- 1027 ---, i1033 1--- --- 11034 11107 --- 11108 1~110 _ 11.113 _ 1114 PLAM COUNT,=R.TOP WBACKSPLA_SH AND SIDESPLA_SHES --- -- ---- ----- 2" x 2"X1/4" VERT, STEEL ANGLE SjJFPOR i(2" x 1-1.Z' X114" HORIZ.ANGa E J 4'-0" C.C. TO RUN''A'AN WALL CAVITY- - ANCHOR EACH SUPPORT TO FLOOR. SLAB : 1 �2)1/2" DIA. EXPANSION ANCHORS ! 318" THICK CONTINUOUS CORK, BOARD - --- - 1115 0 N 0 CV 2'-91;8" 1 � r` r I 1 2'- 91 /8rr 2'_ 0" to 4 MILLWORK ELEVATION - IVIED 121 u"d 1718"1'-0" 1 715" desigri -sfyles architec.ure Tramp a, florido 336,95 p 313. 241 67-00 f 81,32473757 t a #AA,N ""i_3 All reproduction & "Meliectual prepes;y rights reserved 20,17 — Project iviedical :group DMG (FL) - ZEPHYRHILLS 5935 7rh Street Lephyrhills, FL 33542 Prepared for DAVITA MEDICAL GROUP !n Association with: H=ES & ?SS(_')C1r4TES V ,- CO""ACT: KARL 1381 5TH ST SARA6 SOTA, FL 3423 PH 'NE: 941.965.411:JJ GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASHLEY DR. #900 TAMPA, FL PHONE: 813.523.E 455 GENESIS ENGINEER. GROUP. SUP. LLC CONTACT: M!KE HA!�fEY 1000 N. ASHLEY DR. #900 TAMPA, FL PHONE: 813.523,6455 Profes�y8� , • ew Dorm = ' 2/1012013 15805 — `-`--11:22:03 AM No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: WJ "hedKed By: SRS Project dumber: 18,190 Sheet Title MILLWORK SLAB PLAN B P_LAN ' L------- ---J-�—=v=� SLAB PLAN — 0' — 11 0 0' - 011 SLAB PLAN , 0' _ 011 4 Sim 10 Sim Si 01 - 011 i ! \ sim I 6 AFi54 _ A655 A654 ( I i n 7r " r n r A654 r u 1 7,8" I 1'-0" 2'-' I i` "- -q( 5:.•,, Or1Gin3I iSidCSg�S,G�i X ?FJ Cv 11Gi 2'- 10r, 2n 2' - 2 5 3 - 5 2'- 2'- 9 5/8 — ----- - C" 3 2' r .rr,-- -- scare con tints drawing, - —'--a-- ----, -`- Sheet Number REF. n �MILLWORK ELEVATION - EXAM ROOM (SIDE) MILLWORK ELEVATION - EXAM ROOM (TYPICAL) MILLWORK ELEVATION - LAB W MILLWORK ELEVATION - LAB SOUTH L` 1 /211 = 1'-011 " 1/2" = 11-01f ' 1/2" = 1'-0" 2 /2% %� 1 " = 1 1-011 A 6b"m 2 /12 WAITING 101 TV WALL(BACK) 1/2" = 1'-0" $ WAITING ROOM 1/2" = 1'-0" WP1 (FULL HEIGHT) EO EQ AF12 ! WATER AF11 HEATER I CV r O? c, I Sim MA16a, 0 ZD SB PLAN n �' - 0" t1 �� MILLWORK ELEVATION - MA / CLINIC NURSE STATIONS EAST 1/2" = 1'-0" 4 7/8" 5'- 3 5/8" 4 7/8" 6'- 1 3/8" WAITING 101 TV WALL 6 1/2" = 1'-0" Level �1 0'-0" v 10 MILLWORK ELEVATION — MA / CLINIC NURSE STATIONS WEST 1/2" = 1'-0" ROOF 11'-0" kP PLANof -off 1 � � MILLWORK ELEVATION - MA / CLINIC NURSE STATIONS 9 SOUTHWEST 1/2" = 1'-0" 1018 1101 11 — -- —1 121 /2" 2' - 4" 2' - 6" 31 /2" life le — ,Sim I A654 i Sim 1 N A654 1'. 3" 11� 2' - 6" 1 1' - 3" 1 431 /2" MILLWORK ELEVATION - WAITING 5 1/2" = 1'-0" . , \ 08MIG 1009 1019 1004 AB PLAN 0'-Oil ACCESSORY FIXTURES j KEY DESCRIPTION UNT; MFR MODEL COLOR COMMENT _C -! - _— -- -- — ' AF01 TOWEL DISPENSER - SHORT --- - ' 2 1 BRADLEY - i 252-P10-636 - -- ——_----_- _ __ AF02 TOWEL DISPENSER 10 ' BRADLEY ! 250-15-P10-636 - - -- -- --- - _ AF03 TOILET TISSUE DISPENSER 4 BOBRICK ! 6-2840 DOUBLE ROLL --- -- AF04 FOAM SOAP DISPENSER 10 JGOJO ! LTX-12 _ 1 AF05 HAND SANITIZER 7 PURELL LTX-12 I AF06 AF07 S.S.MIRROR STRAIGHT GRAB BAR 42" 4 _ RADLEY 17815-1836 ___ _ ;18" X 36" MIRROR W' SHELF — AF08 STRAIGHT GRAB BAR 36" 4 4 BRADLEY_ DLEY B832001-36 6832001-42 AF09 SANITARY NAPKIN DISPOSAL 4 1BRADLEY 4A10 111 AF10 SINGLE HOOK 12 IBRADLEY 194,14 1 AF10a DOUBLE HOOK 6 IRRADI E`( 19124 AF11 MOP -BROOM HOLDER W/3 HOLDERS 24" W 1 BRADL Y 9953 BRADEX - AF12 SHELF 1 --- BOBRfCK _t108 —;BRADLEY --- ---_-----------_ --- -- --� AF13 PASS -THROUGH SPECIMEN CABINET 1 FERGUSON9813 ------- - ---- BRADLEY B832001-18 — _ AF15 STRAIGHT GRAB BAR 18" 4 AF16 STRAIGHT GRAB BAR - 24" 14 GRADLEY B832001-24 B-- I AF17 TRASH CAN 15 BUSINESS EQUIPMENT SCHEDULE KEY i DESCRIPTION -_;COUNT; M1=R MODEL_ 'COIL —OR I COMP0E?SIT BE01 TELEVISION - WAITING ROOM 1 _ LG j 42" _ -- _ D&L COMMUNICATIONS BE02 TELEVISION - LOUNGE 1 L G j 42" D&L COMMUNICATIONS, 84" MOUNT HEIGHT TO "TOP EDGE BE04 TELEVISION - TREATMENT 1 TB-t D 36" — — j D&L COMMUNICATIONS, 4'4" MOUNT HEIGHT TO —-- !CENTER --- ----- BE07 DESKTOPPRINTER BE05 FLOOR ER/FAX - --- - I �------ i CANON ; i�{�GERUNiJER 2 25 - -- -- _ CHGGK.-iN!�.�iiT COPYfFPY. - - ---- - -- i 1435iF BE07a DESKTOP COPY/PRINTER/FAX 1 !CANON InAAGERUNNER ! MA COPY/PRINTER : I '2525 j BE08 I SHRED BIN 1 ,TBD !TBD I B KEYNOTES ----- ----- ----- -----------_-__-------' 1 1004 SCHEDULED WALL BASE 1006 _---- ____ __ 1 1/2" THK PLAM SUPPORT GUSSET 1008 15-1/2" DEEP PLAM UPPER CABINET W/ (1) ADJUSTABLE SHELF & INTEGRAL LIGHT VALENCE 1009 GWB SOFFIT 1013 24" DEEP PLAM BASE CABINET W/ (1) SUPPLY DRAWER & (2) STORAGE DRAWERS 1018 15-1/2" DEEP PLAM UPPER CABINET W/ (1) ADJUSTABLE SHELF 1019 24" DEEP PLAM BASE CABINET W/ (1) SUPPLY DRAWER AND (1) ADJUSTABLE SHELF 1101 SSM COUNTER W/ CABINETS ABOVE & BELOW, TYP, 1110 PLAM COUNTER W/BACKSPLASH, SIDESPLASH_& SS SINK W/ CABINETS ABOVE & BELOW 1113 PLAM COUNTERTOP W/BACKSPLASH AND SIDESPLASHES 1153 FRY REGLET REVEAL DRM-50-125 V 9'-811 9'-A., 9'-611 MILLWORK ELEVATION —TEAMMATE WORK 1/2" = 1'-0" kB PLAN 0'-0" i SLAB PLAN B PLA N_A-, O' - Ll" 4 design s*g...Ns architecture 1708 E Columbus Drive Tampa, Florida 33605 11 +.�tt.:'�i�4T`•a.yt�CrC. �S�..�s'wY ��i �".L:.ti}ri i �r AC fXY,Ll.�- 3 9 3- All reproduction & i nteliectuai wo-pert rights reserved 20 i Project IV t. D %oalv '44,11 a UMO (FL) s ZEPHYRH I LLS 5935 7th Street Zephyrhills; FL 33542 Prepared for DAVITA MEDICAL GROUP In Association. with: FitCS ^ r IC i Fp iN t. Cx AcS„lr.. _\>, . CONTACT: KARL HEES 1381 5TH ST SARASOTA, FL 34236 PHONE: 941.955.4555 GENESIS ENGINEER GROUP, I. L C CONTACT: I11KE HANEY 1000 N. ASHLEY DR. # 0,0 TANI A. FL PPIONF: 813.5 3.5456 GENE"SiS ENGINEER GROi.'F'. LLC CONTACT: MIKEHAN�:Y 1000 N. ASHLEY DR. #9tiv TAMPA, FL PHONE: 813.523.6455 Professional Seal r r e,imen. AR # 12rI7 $ 15805': "`� '�; .�:1a' "Ot AM • x P �_ - No.t3drt' Date _.,� ,.., 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn Bv:1P.1J Checked By SRS Project Number' 18190 Sheet Title MILLWORK ELEVATIONS Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number J.C. / W.H. 130 1/2" = 1'-0" MILLWORK ELEVATION - VENIPUNCTURE WEST MILLWORK ELEVATION - VENIPUNCTURE SOUTH MILLWORK ELEVATION - VENIPUNCTURE 3 1 /2" = 1'-0" 2 1 /2" = 1'-0" 1 1 /2" = 1'-0" A653 I'i�. .I ll I I III _ 11111 I lmll IL1iIII. ! to "1 11m'! -1 _ — -— 1 _. I I 1 L 911FIgR III I�. ,, 1 ,, �.1 I I :{p7 ! 9 �..�I�II. 9r'1 I71i i�El"I qTjjwIIV.L 1— --1 — ———— 11111I_ I 11111 — I -- — — I `I _IL '� _ W7171 p 12 COUNTERTOP - NO DRIP EDGE 1 �2 611=1-0 SEALANT AT WALL, TYP. 1/2" COUNTER SURFACE ATTACHED TO 314" PLYWOOD WITH BONDING AGENT PER MANUFACTURER'S INSTRUCTIONS N Sim 12 COUNTERTOP SECTION - SOLID SURFACE $ 1 1 /2" = 1'-0" CONTINUOUS BEAD OF SEALANT (MATCH 41/2" WALL COLOR) - BY MILLWORK CONTRACTOR 1 1/8" THK. PLAM COUNTERTOP - ' \ PLASTIC LAMINATE ON 1" THK. MDF I COUNTERTOR SLAB - -rt-- _4 3MM EDGE BAND BY WILSONART - MATCH COUNTER COUNTERTOP SECTION - LAMINATE 7 1 1/2" = 1'-011 PROVIDE BLOCKING AT SPLASH GUARD WI PLAM FINISH TO MATCH UPPER CABINET PLAM CABINET VALANCE PROVIDE CLEAR SILICONE SEALANT AT ALL JOINTS PROVIDE 1" HIGH ALUMINUM TOP "CHANNEL" TO HOUSE GLASS 3/8" THK. CLEAR TEMPERED GLASS W/ POLISHED EDGES PROVIDE CLEAR SILICONE SEALANT AT ALL JOINTS 4" SSM BACKSPLASH BEYOND PROVIDE 1/2" HIGH ALUMINUM BOTTOM "CHANNEL" TO HOUSE GLASS PROVIDE BLOCKING AT SPLASH GUARD W/PLAM FINISH TO MATCH UPPER CABINET PLANT CABINET VALANCE PROVIDE 1/2" HIGH ALUMINUM SIDE o % "CHANNEL" TO MOUSE GLASS N / 3/8" THK. CLEAR TEMPERED P'- V, ! GLASS W/ POLISHED EDGES PROVIDE CLEAR SILICONE SEALANT AT ALL JOINTS 4" SSM BACKSPLASH CUT TO HOUSE GLASS PROVIDE V7 HIGH ALUMINUM BOTTOM "CHANNEL" TO HOUSE GLASS 14 MILLWORK -SPLASH GUARD - COUNTERTOPS = 1 -0 3/4 8" 4 01 w-w :z: °I in �a s`: 3/4" PLYWOOD, ALL EXTERIOR SURFACES CLAD IN PLASTIC LAMINATE ALL EXPOSED INTERIOR SURFACES CLAD IN MELAMINE 125' FULL OVERLAY'BLUM' CONCEALED SELFCLOSING HINGES - (2) PER DOOR 3/4" PLYWOOD FACE FRAME PRE -DRILLED HOLES - TYP. (2) 14" ADJ. PLY),NOOD SHELF CLAD IN MELAMINE 3/4" PLYWOOD BACK, MELAMINE 4" BRUSHED CHROME WIRE PULL PROVIDE BLOCKING AS NEEDED LINE OF WALL 1/2"THK., 4" HIGH TYPICAL SOLID SURFACE BACKSPLASH (W/ SIDESPLASH AS NOTED) CONTINUOUS BEAD OF SEALANT (MATCH COUNTERTOP) - BY MILLWORK CONTRACTOR 3/4" THK., 4" HIGH LAMINATE CLEAT - MATCH ADJACENT MILLWORK LINE OF WALL 314" THK.. 4" HIGH LAMINATE BACKSPLASH (W/ SIDESPLASH AS NOTED) - MATCH COUNTER CONTINUOUS BEAD! OF CLEAR SEALANT - BY MILLWORK CONTRACTOR 2" DIA. GROMMET AS REQUIRED - REFER TO PLANS 3/4" THK., 4" HIGH LAMINATE CLEAT - MATCH COUNTER COUNTERTOP, MAT PER SCHEDULE TYPICAL TOE KICK 1250 FULL OVERLAY'BLI CONCEALED SELFCLOS HINGES - (2) PER DOOR 3/4" PLYWOOD FACE FR 4" BRUSHED CHROME V PULL LOCK - WHERE NOTED ON ELEVATIONS UPPER CABINET - EXAM 11 1 1/2" = 1'-0" 10 BASECABINET W/ SINK W/ VALENCE / FASCIA 1 1/2" 1 -0 FLUSH PLASTIC LAN DRAWER FACE WIT' ADJUSTING MECHA 4" BRUSHED CHRO@ WIRE PULL 3/4" PLYWOOD, ALL EXTERIOR SURAFA( CLAD IN PLASTIC LA ALL INTERIOR SURF CLAD IN MELEMINE TYPICAL TOE KICK THK. PLAM PANEL - MITER 3ES FOR FLUSH FINISH PLYWOOD, ALL EXTERIOR RFACES CLAD IN PLASTIC 41NATE 1250 FULL OVERLAY'E CONCEALED SELFCL( EXPOSED INTERIOR SURFACES HINGES - (2) PER DOC ',D IN MELAMINE 3/4" PLYWOOD FACE I DRILLED HOLES - TYP. ADJ. PLYWOOD SHELF CLAD IN AMINE THICK PLASTIC LAMINITE BACK )VIDE BLOCKING AS NEEDED SEALANT AT WALL, TYP 3/4" THK., 4" HIGH COUNTERTOP, MAT BACKSPLASH & SIDE PER SCHEDULE SPLASH WHERE NOTED ON ELEVATIONS PROVIDE BLOCKING AS NEEDED SEE PLANS FOR WALL CONSTRUCTION, WALL TO BE PRIMED BEHIND CABINET OPTIONAL VALANCE PANEL - SIZE AS REQ'D SEE ELEVATIONS FOR LOCATIONS CONC. SLAB 4" VINYL BASE 3/4" THK. FLUSH FRI PANEL - REMOVABL TYPICAL TOE KICK 4" BRUSHED CHROME PULL LOCK - WHERE NOTEI ON ELEVATIONS INTEGRAL LIGHTING VALANCE UPPER CABINET - TYP 3 1 1 /2" = 1'-0" 6 BASE CABINET W/ SINK (REMOVEABLE PANEL) 1 1/211 = 1'-011 COUNTERTOP, MATERIAL PER SCHEDULE SEALANT AT WALL, TYP. DRAWER -1/2" PARTICLE BOARD IN MELAMINE FINISH FLUSH PLASTIC LAM PROVIDE BLOCKING AS DRAWER FACE WITI- NEEDED ADJUSTING MECHAN 3/4" PLYWOOD BACK, MELAMINE 4" BRUSHED CHRO@ WIRE PULL DRAWER W/ ACCURIDE FULL EXTENSION ZINC BOX DRAWER SLIDES SERIES 3832 (TYP) SEE PLANS FOR WALL CONSTRUCTION, WALL TO BE PRIMED BEHIND CABINET CONC. SLAB 3/4" PLYWOOD, ALL EXTERIOR SURAFA( CLAD IN PLASTIC LA ALL INTERIOR SURF CLAD IN MELEMINE TYPICAL TOE KICK i1�c;If�]Y 1250 FULL OVERLAY'BLUM' CONCEALED SELFCLOSING PLYWOOD, ALL EXTERIOR HINGES - (2) PER DOOR ZFACES CLAD IN PLASTIC 91NATE 3/4" PLYWOOD FACE FRAME EXPOSED INTERIOR SURFACES 4" BRUSHED CHROME WIRE �D IN MELAMINE PULL :-DRILLED HOLES - TYP. h ADJ. PLYWOOD SHELF CLAD IN AMINE THICK PLASTIC LAMINITE BACK )VIDE BLOCKING AS NEEDED V 9 UPPER CABINET - MICROWAVE 1 1/2" = 1'-0" SEALANT AT WALL, TYP. COUNTERTOP 3/4" THK., 4" HIGH PER SCHEDUI BACKSPLASH & SIDE SPLASH WHERE NOTED ON ELEVATIONS PROVIDE BLOCKING AS NEEDED FIXED DRAWE 3/4" PLYWOOD BACK, MELANMINE 4" BRUSHED SEE PLANS FOR WALL CHROME WIR CONSTRUCTION, WALL TO BE PRIMED BEHIND CABINET CONC. SLAB 3/4" PLYWOO1 EXTERIOR SU CLAD IN PLAS ALL INTERIOR CLAD IN MELE TYPICAL TOE "5 BASE CABINET W/ SINK 1 1/2" = 1'-0" COUNTERTOP, MATERIAL PER SCHEDULE SEALANT AT WALL, TYP. DRAWER -1/2" PARTICLE BOARD IN MELAMINE FINISH PROVIDE BLOCKING AS NEEDED 3/4" PLYWOOD BACK, MELAMINE 4" BRUSHED DRAWER W/ ACCURIDE FULL CHROME WIR EXTENSION ZINC BOX DRAWER SLIDES SERIES 3832 (TYP) SEE PLANS FOR WALL CONSTRUCTION, WALL TO BE PRIMED BEHIND CABINET CONC. SLAB 3/4" PLYWOO1 EXTERIOR SU CLAD IN PLAS ALL INTERIOR CLAD IN MELE TYPICAL TOE 3/4" PLYWOOD, ALL EXTERIOR SURFACES CLAD IN PLASTIC LAMINATE ALL EXPOSED !N 1 ERIOR, SURFACES CLAD IN MELAMINE 2" DIA. PLASTIC GROMMET 14" i r!C;K PLASTIC LAM'NATE BACK 1 1/2" THICK PLASTIC LAMINATE SHELF d s i g n y ---rchikhcture •0'- E Columbus Drive hc. " 60 -v i r 1i AAC :3 All reproduction & intellectual property rights reserved 2017 PRO /@F EPII_O K►NG AS NEEDED; Pro ;ect :. DMG "FL) - ZEPHYRHILLS 5935 'h Street ZepI�whi ls, FL 33542 Prepared for DAVITA MEDICAL GROUP SEALANT AT WALL, TYP. In Assodaticn 4 h: ±ZEES & ASSOI"iATES, IN;;, CONTACT: KARL HEES 13815TH ST PROVIDE BLOCKING AS NEEDED SARASOT,A, FL 34236 PHONE- 941.955.4555 314," PI `^:N� SOD BACK, MELAMINE GENESIS ENGINEER GROUP, LLi, CONTACT. MIKE HIANEY GO N- ASHLEY DR. # 900 SEE PLANS FOR WALL CONSTRUCTION, TAMPA., FL VVALL TO BE PRIMED BEHIND CAIBiNET PHONNF: 813.523.6455 GENESIS ENGINEER GROUP; LLC CONTACT: MIKE HANEY000 MILLWORK CONTRACTOR SHALL 1 N. ASHLEY DR, #900 PROVIDE 24"" r lIDE X 187" OPENING T000 N, FLPHONE: _HIGH IN BACK OF BASE 4,AEifvCT r OR ACCESS 813.523.6455 REQ'D - R,'EFER T^ PL t MB!NG PLAN CONC. SLAB Profloi+aLesi, _ Al` 015;L:» V� v AndrewJ. Dol,nz;:nl_ ' 12i10/2018 15805 11:22:07 AM COUNTERTOP, MATERIAL PER No. Revision Description Date SCHEDULE 1 PERMIT AND BID SET 12/10/2018 SEALANT A, lfiALL,- DRANNER W/ ACCURIDE FJ ILL- ------- -- -- - -- ET=!'r310N ZiNC BC:X -- - ' - - - - -- --= -- DRAWER SLIDES SERIES __----_-----___-_-- " _ 3832 - - PROVIDE BLOCKING AS NEEDED ---- _ 3/4" PLYWOOD BACK, - -- --- -- - NH_:LAihiNE No. Revision Desviptlor. Date ^i;+itisTRi.�: T OiN I,JVALI.''O BE --- -- --- -- ---- -------- PR1M.-E D B _�HlNC I;A6:1NE: - - -- ----- -- --- — 34 THK. ADJUSTABLE- SI ?ELF - NI LAM!NE - I PRE -DRILLED HOLES - TYP. Drawn BY:'vVJ Checked By: SRS Project Nurnber' 18190 Sheet Tiile MILLWORK CONC. SLAB DETAILS 13 UPPER CABINET - TOILET ROOM 4 BASE CABINET W/3 SUPPLY DRAWER 2 BASES CABINET W/2 FILE & 1 SUPPLY DRAWER 1 1/2 = 1 0 1 1/2 = 1 0 1 1/2 - 1 0 Original drawing is 24 x 36 Do not scale contents of drawing BASE CABINET W/ W/SUPPLY DRAWER scale content umber 1 1 /2" = 1'-0" ff___ w__ 1 01441 T. 8 p `a COUNTERTOP, MATERIAL PER SCHEDULE - SEALANT AT WALL, TYP. DRAWER -1/2" PARTICLE BOARD IN = MELAMINE FINISH ---- - PROVIDE BLOCKING AS NEEDED 91/4" -� FLUSH PLASTIC LAMINATE _- If DRAWER FACE WITH ADJUSTING MECHANISM _ — _ 3/4" PLYWOOD BACK, MELAMINE PLAM WALL CAP FIRE RETARDANT WOOD BLOCKING DRAWER PULL, SEE SPECIFICATION FOR o Co DRAWER W/ ACCURIDE FULL • 5/8" THK MOISTURE & MOLD HARDWARE Q EXTENSION ZINC BOX DRAWER J SLIDES SERIES 3832 (TYP) 6" (20 GA) METAL STUDS @ 16" O.C.LU U_ SEE PLANS FOR WALL CONSTRUCTION, cE w Q WALL TO BE PRIMED BEHIND CABINET CONT BEAD OF MOLD 3/4" PLYWOOD, ALL RESISTANT SILICONE SEALANT EXTERIOR SURAFACES @ JOINT BTW WP COVE CAP CLAD IN PLASTIC LAMINATE, CONT, BEAD OF MOLD RESIST. ALL INTERIOR SURFACES CLAD IN MELEMINE SILICONE ALONG BOTTOM EDGE OF WALL BD (BOTH SIDES) TYPICAL TOE KICK _ I 43"1 CONC. SLAB CONT BED OF MOLD RESISTANT SEALANT UNDER 2'- 0" CHANNEL WALL CAP DETAIL BASE CABINET W/2 SUPPLY DRAWER 1 1 /2" = 1'-0" CEILING — —` AS SCHED. NEW 5/8" GWB, PTD CORNER BEAD — T-01/4" 4" 1 112" THK. PLAM COUNTERTOP - PLASTIC LAMINATE I I - I i I 1 1l2„ 3MM EDGE BAND BY WILSONART - , MATCH COUNTER I I I I 3/4" CONTINUOUS CLEAT ! ! Y REGIONAL MATERIAL (RW1) ON 5/8" GYP.BD. i�. 6" METAL STUD 24" O.C. r µ I SCHEDULED BASE ADHERED TO Pl.AVOOD BACKER SLAB PLAN MILLWORK SCHEDULE - BASE , I CABINETS i COUNTERS-OPS 1UPPER C SH'ET i l , I �L^_I 1 U„ i y� CD T y I (n �- _ SPECIAL . Y i _ O I G i MILLWORK 0 o 01 a ' =� Z Q I z .D I z I: z NO. ROOM NAME �F,NISN �_ UZ: � �� _ L z , 101 WAITING PLO1 - PL01/SSM01 iSSM01 - PL01 'YES 1PL02 PL02 102 CHECK IN / OUT PLO1 YES PL02/SS PL01 GR01 M01 103 LAB TOILET - - PLO1 104 VENIPUNCTURE PLO1 - - PL02 105 WORK PLO1 YES PL02 PLO1 JGROI PLO! YES YES 106 ADMIN. OFFICE _ s _? - ----�— PLO1 GR01 PLO1 -- YES IYES 107 LAB PLO1 YES �— SSM01 108 CARE COORD. OFFICE 109 VITALS PL02 110 EXAM 1A PL01 PL02 PLO1 YES PL02 111 EXAM 1 B PLO1 PL02 PLO1 YES _ PL02 112 VITALS 113 PATIENT TLT - - PLO1 I- 114 TREATMENT PLO1 jPL02 PLO1 !- T-- PLn2 115 EXAM 2A PLO1 PL02 PLO1 !YES i YES I- ' 116 EXAM 26 PLO1 - PLO1 YES YES S - 117 PATIENT CORRIDOR - - , - PL02 118 MA / CLINIC NURSE - PL02 PLO1 GR01 - PL02 T� STATIONS 119 FLEX EXAM PLO1 JPL02 jPL01 IYET YES PL02 120 121 CORRIDOR- MED ROOM PLO1 YES PLC1 YES-`�YE.S ~��• 122 PROVIDER OFFICE -- ,- - 123 PROVIDER OFFICE 124 STORAGE _ 125 CARE MGR. OFFICE - -- i _,- 126 TEAM WORK PLO1 YES iPL02 P_U_ i - PLO1 1 cS YES~ 127 TEAMMATE LOUNGE PLO1 _ I PL02 __4_ _ -"ltP! ; PI-01� F - -- i PL02 128 TEAMMATE TOILET , '- ;- ^— E- C., _ 129 TEAMMATE TOILET - - PL01 !- 130 J.C./W.H.- 131 STORAGE 133 COMM. 134 EXIST. ELEC. ROOM7"--`�--r- ' 135 ISTOR. !f 1� ,r t i sign yl s 1708 E Golub;bus Drive , UG�IC1lisIV;-soiC# ecture.�:.om #AA�3393 R!i repr^ducticn ?� �+?teilec.:,ai prope!ty rights reserved 2017 Project u iav i a M Medical G ou DMA' (FL) IZEH ��R SILLS 3v 7tI"? ��net b �Drj �r IIIIS, . L 33 4 Preparedfor DAVITA MEDICAL GROUP i, � Hssoi:;atioln ,-Kith: CON I AI , : K � RL HEES !'TI 1381 osH ST SARASOTA, FL 34236 PHONE 9419554555 --T I 11— SCHEDULED FINISHED WALL, TYP. PLASTIC LAMINATE FACE SCRIBE WHERE SOFFIT OCCURS — — — — — — -- OCCURS PROVIDE BLOCKING AS �• ¢ NEEDED I --------------------- 0 l' - 10 5/8" V.I.F. SSM COUNTER SURFACE ATTACHED TO 3/4" PLYWOOD WITH BONDING AGENT PER MANUFACTURER'S INSTRUCTIONS 318" THICK CONTINUOUS CORKBOARD SEALANT AT WALL, TYP. PLAM COUNTER W/ CONTINUOUS BACKSPLASH GROMMET, TYP. 3/4" CONTINUOUS CLEAT — 21 1" I ' I I EXISTING CEILING FRAME I• V - 3 1 /2" V.I.F. l' - 3 1/4" 1/4" EASED EDGE (TYP.) LOCK (TYP. ALL DO( DRAWERS THIS UNI �— PROVIDE CONTINUOUS CLEAT BETWEEN SUPPORTS ' 1/4" THK. PLAM PANEL TO CONCEAL STRUCTURE AND TO PROVIDE CONTINUOUS CLEAT FLUSH PLASTIC LAN ' 4 „ BETWEEN SUPPORTS DRAWER FACE WIT ADJUSTING MECHA DRAWER PULL, SEE SPECIFICATION FOf I ; I L2x2x114 VERT STEEL ANGLE HARDWARE ' SUPPORT (L 2xl-1/2X1/4 HORZ.) @ 4'-0" O.C. TO RUN WAN - WALL CAVITY - ANCHOR EACH SUPPORT TO FLOOR SLAB W/ (2) 1/2" DIA. EXPANSION ANCHORS REGIONAL MATERIAL (RW1) ON i= 5/8" GYP.BD. I; I 6" METAL STUD 24" O.C. OSUDRAFA( 4X4X1/4 STEEL PLATE WELDED EXTERIOR I ON STEEL ANGLE, BOLTED TO CLAD IN PLASTIC LP I=, CONC. FLOOR ALL INTERIOR SURF CLAD IN MELEMINE SCHEDULED BASE ADHERED TO PLYWOOD BACKER TYPICAL TOE KICK SLAB PLAN PRE -DRILLED HOLES -TYP. 3/4" PLYWOOD BACK, MELAMINE DRAWER W/ ACCURIDE FULL EXTENSION ZINC BOX DRAWER SLIDES SERIES 3832 (TYP) SEE PLANS FOR WALL CONSTRUCTION, WALL TO BE PRIMED BEHIND CABINET CONC. SLAB STANDARD MILLWORK FINISHES PLASTIC LAMINATE SOLID SURFACE SOLID SURFACE SINKS PL-01 FORMICA 5883-58 SSM-01 DUPONT CORIAN S-3 DUPONT CORIAIN LARCE SINGLE COLOR: 'PECAN WOODLWE' COLOR: 'CAMEO WHITE' SINK (CLEAN) FLAME SPREAD: <25; FLAME SPREAD: CLASS I; SMOKE DEV: MODEL No. 5216 SMOKE DEV: <450 10 "CAMEO WHITE" 3-4 DUPONT CORIAN LARGE SINGLE PL-02 FORMICA 9285-58 GROMMETS SINK (D!RTY) COLOR: 'WHITE TWILL' GR-01 MOCKET I 'TG FLIP -TOP SERIES MODFi_ No. 5216 FLAME SPREAD: <25; SIZE: 2" DIA. HOLE "CAMEO WHITE" SMOKE DEV: <450 COLORS: DESERT SAND (93D) NOTE: ANY ROOM TO RECIEVE PLAM WALL ( MA / CLINIC NURSE STATIONS 118) CAP FINISH TO BE PL-02. MILLWORK NOTES 1. ALL MILLWORK SHALL BE PROVIDED AND INSTALLED BY GE"JERAL CONTRACTO� 2. GENERAL CONTRACTOR SHALL COORDINATE NlIILL q'V0FZK ' ;ABRICAT!0N l"JITH A QlJALIr!`.D IV,4JArv0Q FABRICATOR. 3. CABINETS HAVE SILENCERS, MINIMUM (2) PER DOOR OR DRA'VVER. 4. ALL DIMENSIONS ARE FINISH DIMENSIONS. 5. PROVIDE 10 GROMMETS, LOCATION TO BE COORDINATED WITH OWNER. CONTINUOUS BEAD OF SEALANT (MATCH WALL COLOR) - BY MILLWORK CONTRACTOR \ V THK. PLAM COUNTERTOP - PLASTIC LAMINATE ON 1" THK. MDF �— COUNTERTOR SLAB i r z 0 >Q J W x O w w cc w a a ca 3/4" THK. 4" HlGH SIDESPLASH 2" DIA. GROMMET rV,/HERF SPECIFIES) 3/4" THK. 4" HIGH PLAM CLEAT- MATCH COUNTER G'jS,SET •1 4" K4�',,41DE PL e 6EHIND G JSSET F:NiiSHED "LC'^R GENESIS P":GINEER GROUP, LLC CONTACT: 1iiKE H,%,;E•t` 1000 N..ASHLFY DR #900 TAM PA, FL PHONE: 813,523.6455 GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASHLEY DR. #0900 TAM PA., FL PHONE. 813.5233455 �,A 1 6A • ` 5;, .� " Carew,, ;"mai! 12/10/2018 5805 11, 22:03 AM Revision Description Date 1 PERMIT AND BID SET 12110/2018 No. Revision Description Date Drawn By: 14'J Chackeu By: SIRS Project Nurnber: 181 +0 Sheet Title MILLWORK SCHEDULE & DETAILS 2'- 011 /r Original arawrinc is ,4 x 35 Do not V scale contents of drawing Sheet Number RECEPTION ADA COUNTER RECEPTION DESK 2 FULL HEIGHT CABINET n COUNTERTOP r`CD_ WORK SURFACE 6 1 1 /2" = 1'-0" 3 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" 5 5 - ' -- - - — --_-_---. i n ��.. •• n � _ �.. � i in i � 1 I '_ I, II,��� �.T1g� il•• ii._ I_I I _ I �1. I I I .I I ---1._ I I 1 I�fIH�'I 'RI eei�r � � �T �— 1 I I A�A'I I ; I I I)1-�u�� DOOR HARDWARE SCHEDULE QTYT DESCRIPTION MANUFACTURER MODEL FINISH COMMENTS QTY DESCRIPTION MANUFACTURER MODEL FINISH COMMENTS 1 - ENTRY DOOR 8 - CHECK-IN/OUT/ TEAMWORK 1 DEADLOCK ADAMS RITE 4900-35-101 628 1 KICKDOWN ROCKWOOD 461 US26D 1 CYLINDER 2049 MORTISE SFIC 626 3 STANDARD HINGE McKINNEY TA2714 41/2" x 4 1/2" US26D 1 1 1 PUSH PADDLE PUSH BAR OPERATING TRIM ADAMS RITE ROCKWOOD ADAMS RITE 4591-01-00 47 (3" LESS FOR CTC) 3090-01-626 1628 I US32D 626 KEYLESS ENTRY 1 1 3 LOCKSET WALL DOOR STOP - DOOR SILENCER YALE - ROCKWOOD ROCKWOOD B-PB 4707LN 409 608 - 626 US32D 1 1 -� ELECTRONIC CLOSER OVERHEAD DOOR STOP I NORTON +- I RIXSON-6-436 6020 689 630 - — 9 EXAM/TREATMENT (PATIENT SWING DOOR) 1 3 — STANDARD HINGE McKINNEY - TA2714 41/2" x 41/2" US26D - 1 2 THRESHOLD AUTO OPERATOR PUSH BUTTON -- PEMKO I NORTON 1171AK 501 AK i GC TO CONFIRM THAT EXISTING i THRSHOLD IS PROVIDED 1 � - LATCHSET SURFACE CLOSER YALE I YALE B-'PB 4701LN 3531 626 689 — 1 SWEEPS 1 PEfv"KO-�3452APK GC TO CONFIRM THAT EXISTING THRSHOLD IS PROVIDED -� 2 -WAITING/PATIENT CORRIDOR 1 OVERHEAD DOOR STOP RIXSON 2-336 US32D DOOR SILENCER ROCKWOOD 608 — - 11-LOUNGE 1 CONTINUOUS HINGE CFM83HDI 3 STANDARD HINGE McKINNEY TA2714 41/2" x 41/2" - US26D -- - 1 ELECTRONIC STRIKE HES 4500C - 1 630 1 LATCHSET YALE PB 4701 LN 626 1 KEYPAD LOCKSET YALE B-PB NTB620-NR 626 E LOCATE ON PUBLIC SIDE OF DOOR 1 WALL DOOR STOP ROCKWOOD 409 US32D _ -- 1 ELECTRONIC CLOSER NORTON 6020 689 3 1 DOOR SILENCER ROCKWOOD 608 US32D 2 KICK PLATE ROCKWOOD K1050 36" x 2" 4BE CSK US32D PUSH SIDE 12 - BIOHAZARD 1 OVERHEAD DOOR STOP RIXSON 2-336 652 1 AUTO OPERATOR PUSH BUTTON NORTON 501 LOCATE ON PATIENT CORRIDOR SIDE 3 STANDARD HINGE McKINNEY TA2714 41/2" x 41/2" US26D 1 PUSH BUTTON SECURITRON PB3 652 INSTALL IN BUSINESS OFFICE 1 LOCKSET YALE B-PB 4708LN 626 3 DOOR SILENCER ROCKWOOD 608 652 1 SURFACE CLOSER YALE 3501 689 3 - PATIENT TOILET 3 PROTECTION PLATE ROCKWOOD K1050 36" x 34" 4BE CSK US32D PUSH SIDE 1 1 WALL DOOR STOP ROCKWOOD 409 US32D 3 STANDARD HINGE McKINNEY TA2714 4112" x 41/2" US26D 13-STORAGE 1 LATCHSET YALE B-PB 4702LN 626 1 SURFACE CLOSER YALE 3531 689 3 STANDARD HINGE McKINNEY TA2714 41/2" x 41/2" NRP US26D 1 PROTECTION PLATE ROCKWOOD K1050 36" x 2" LDW 4BE CSK US32D BOTH SIDE 1 KEYPAD LOCKSET YALE B-PB E4761 LN 626 1 WALL DOOR STOP ROCKWOOD 409 US32D I 1 SURFACE CLOSER YALE 3501 689 — 3 DOOR SILENCER -- _ ROCKWOOD 608 ; 4 - TEAMMATE TOILET - 2 -- 1 PROTECTION PLATE WALL DOOR STOP ROCKWOOD ROCKWOOD K1050 36" x 34" 4BE CSK 409 US32D US32D PUSH SIDE 3 1 DOOR SILENCER ROCKWOOD 608 3 1 —�-- STANDARD HINGE LATCHSET ------ McKINNEY YALE „ i TAZ"7'i4 4 1,2 x 4112„ ; B-PB 4702LN - I —�- US26D 1626 - I -- 14 - COMMUNICATIONS CLOSET 1 WALL DOOR STOP ROCKWOOD 409 US32D 3 DOOR SILENCER I ROCKWOOD 6G8 f 5 - VENIPUNCTURE ----- � 3 STANDARD HINGETA2714 41/2" x 41/2" NRP US26D i � 3 STANDARD HINGE - McKINNEY KINNEY TA2714 41/2" x 41/2" US26D i 1 KEYPAD LOCKSET YALE B-PB NTB620-NR 626 ON PUBLIC SIDE OF DOOR 1 WALL DOOR STOP ROCKWOOD 409 632 3 DOOR SILENCER ROCKWOOD 608�McKINNEY - —� I i 15 - JANITOR CLOSET 1 KEYPAD LOCKSET YALE B-PB NTB620-NR 626 1 SURFACE CLOSER YALE 3501-PA 689 3 STANDARD HINGE McKINNEY TA2714 41/2" x 41/2" NRP US26D 1 1 PROTECTION PLATE OVERHEAD DOOR STOP ROCKWOOD ROCKWOOD K1050 36" x 2" LDW 4BE CSK 409 US32D US32D t PUSH SIDE 1 1 LOCKSET SURFACE CLOSER YALE YALE B-PB 4708LN 3501 626 689 3 DOOR SILENCER ROCKWOOD 608 1 PROTECTION PLATE ROCKWOOD K1050 36" x 34" 4BE CSK US32D PUSH SIDE 6 - OFFICE 1 WALL DOOR STOP ROCKWOOD 409 US32D 3 GASKETING PEMKO PK33D D 3 STANDARD HINGE McKINNEY TA2714 41/2" x 41/2" US26D 16 - EXTERIOR/ CORRIDOR 1 LOCKSET YALE B-P134707LN 626 1 WALL DOOR STOP I ROCKWOOD 409 1 US32D 1 EXIT DEVICE SARGENT 12-70-KP-8877-ETP 630 3 DOOR SILENCER I ROCKWOOD 608 US32D 1 SURFACE CLOSER W/ STOP YALE 4400 689 7 - CHECK-IN/OUT/ PUBLIC CORRIDOR 1 PROTECTION PLATE ROCKWOOD K105010" x 2" LDW 4BE C5K US32D PUSH SIDE 1 DOOR VIEWER ROCKWOOD 4622 STNN 3 STANDARD HINGE McKINNEY TA2714 41/2" x 4112" US26D 1 THRESHOLD PEMKO 171AK AK 1 ELECTRONIC LOCKSET YALE B-PB NTB620-NR 626 1 DOOR BOTTOM PEMKO 3452APK (TKSP8) A 1 WALL DOOR STOP ROCKWOOD 409 US32D 1 WEATHER STRIPPING PEMKO 2891 APK (TKSP8) A 3 DOOR SILENCER ROCKWOOD 1 608 WINDOW SCHEDULE TYPE W1 SIZE T-4" x T-0" MA I ERIALS ~� SERIES- BASIS OF DESIGN ALUM. STOREFRONT KAWNEER 451 GLAZING 1" INSULATED TEMPERED I COMMENTS MATCH EXISTING FRAME PROFILE SIZE AND FINISH, VERIFY ALL DIMENSIONS IN FIELD W2 6-4 x 6-0" ALUM. STOREFRONT KAWNEER 451 V INSULATED TEMPERED MATCH EXISTING FRAME PROFILE SIZE AND FINISH, VERIFY ALL DIMENSIONS IN FIELD [W3 1 2A 131' x 2'-7" - - ( ALUM. S TOREFRONT i KAWNEER 451 — - --- .1" INSULATED TEMPERED _ MATCH EXISTING FRAME PROFILE SIZE AND FINISH, VERIFY ALL DIMENSIONS IN FIELD — 2'- 113/8" V.I.F. 2" 2'- 7 3/8" 2" 1�— 6- 4" V.I.F. 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SIDE, SEE HAR(YAARE SCHCC" ILE 102 103 102 103 CHECK IN / OUT LAB TOILET 8 3' - 0" 7' - 0" 7 0'- 13/4" WD & GL B2 BIRCH / CLEAR NIA. --- - P1 HM _ ; -- -- ---�_ F i SEE HARDv ARE SCHEDULE Y 3 T- 0' - 0' 0'- 13/4' WD B1 BIRCH NIA I P1 Hlw- F I I! lf�L;FRCz I , n,�riP F.c ,, N'=C N' „ HAhrCAL I I f _12F; INGS 104 104 VENIPUNCTURE 5 T - 0" T- 0" 0'- 13/4" WD & GL B2 BIRCH / CLEAR N/A I P1 HNI F? r SEE HARDWARE 3CHEDIJILE 105 105 WORK 8 3 - 0 T- 0 0'- 13/4 WD & GL B2 BIRCH I CLEAR _ NSA I PHIV IF1. SEE HARDWARE SCHEDULE 106 106 ADMIN. OFFICE 6 T- 0" T - 0" 0'- 13/4" WD & GL B2 BIRCH / CL9 N/A P1-� ; HM 107 107 LAB 2 T- 0" 7' - 0" 0'- 13/4" WD & GL B2 BIRCH / CLEAR P1 HM F i 108 108 CARE COORD. OFFICE 6 3' - 0" T - 0" 0'- 13/4" WD & GL B2 BIRCH / CLEAR N/A P1 HM r1 110 110 EXAM 1A 9 T- 0" 7' - 0" 0'- 13/4" WD B1 BIRCH N/A P1 HM 171 ill ill EXAM 1 B 9 T- 0" T- 0" 0'- 13/4" WD B1 BIRCH_ NIA P1 __ HM- F1- - 113 113 PATIENT TLT 3 3' - 0" T- 0" 0'- 13/4" WD B1 BIRCH r N/A 1 PI. �M F1 DOOR PER NilEC N IC ..HAM :AL 3 1 _UNDL'-RCiIT IJEr":ti"ti`iGs 114 114 TREATMENT 9 3 - 6' 7 - 0 0'- 13/4 lND B1 BIRCH NA P1 HM _.__ r 115 115 EXAM 2A 9 3' - 0" 7' - 0" 0'- 13/4" IWD B1 BIRCH N/A _ P1 HM F1 116 116 EXAM 2B 9 T- 0" T - 0" 0'- 13/4" WD 131 BIRCH N/A P1 HM F1 117 118 MA / CLINIC NURSE 2 T- 0" 7' - 0" 0'- 13/4" WD B2 BIRCH I MIRROR P1 HM F1 DOOR 117: MIRROR FILM BY GC; REFLECTIVE STATIONS SURFACE TO BE APPLIED TO WAITING ROOM SIDE 119 119 FLEX EXAM 9 T - 0" T- 0" 0'- 13/4" WD B1 BIRCH N/A r I P1 HM F1 120 120 CORRIDOR 2 T- 0" T- 0" 0' -1 3/4" WD & GL B2 BIRCH I M1RR6R 3 Pi HM F1 _ DOOR 120: MIRROR FILM, BY GC; REFLECTIVE I ' ' SURFACE TO EE PIP- PLIED TO WA;TIfNG ROOM. SIDE 122 122 PROVIDER OFFICE 6 T- 0" T- 011 0' -1 3/4" WD & GL B2 BIRCH / CLEAR N/A P1 HM IF1 , 123 123 PROVIDER OFFICE 6 3' - 0" T- 0" 0'- 13/4" WD & GL B2 BIRCH / CLEAR N/A P1 HM F1 124 124 STORAGE 13 T- 0" T- 0" 0'- 13/4" WD B1 BIRCH P1 HM F1 125 125 CARE MGR. OFFICE 6 3'- 0" 7'- 0" 0' -1 3/4" WD & GL B2 BIRCH / CLEAR NIA. P1 HM F1 125A 125 CARE MGR. OFFICE 6 T- 0" T- 0" Ili 1 3/4" WD & GL B2 BIRCH / CLEAR N/A P1 HM F1 127 127 TEAMMATE LOUNGE 11 T- 0" T- 0" 0'- 13/4" WD & GL B2 BIRCH / CLEAR N/A P1 HM IF1 128 128 TEAMMATE TOILET 4 T- 0" T - 0" 0'- 13/4" WD B1 BIRCH N/A P1 HM IF1 UNDERCUT D0OR =ER FV1ECHAMC,A' � � DRAWINGS 129 129 TEAMMATE TOILET 4 3' - 0" 7' - 0" 0'- 13/4" WD B1 BIRCH N/A P1 HM F---a -1 --- UNDERCUT DOOR PER MECHANICAL DRAWINGS 130 130 J.C. / W.H. 15 T- 0" T - 0" 0'- 13/4" WD B1 BIRCH N/A P1 HM F1 131 131 STORAGE 12 T - 0" 7' - 0" 0'- 13/4" WD B1 BIRCH N/A P1 HM F1 132 132 BIOHZD. 12 T- 0" 7' - 0" 0'- 13/4" WD IB1 BIRCH N/A P1 HiV1 f F1 133 133 1COMM. 14 3' - 0" 7' - 0" 0'- 13/4" WD B1 BIRCH N/A Pi I HM 134 131 STORAGE 13 T - 0" 7' - 0" 0' -1 3/4" WD B1 _ BIRCH P1 Hti,1 E1 101 WAITING 1 T- 6" 7' - 0" 0'- 11/2" EX. AL EX kilt! EX i � EX, N!- E2 E3 120 124 CORRIDOR STORAGE 16 17 4'. 0" 2'- 8" 6'- 8" l - 6" 0'- 13/4" l -1 3/4" EX EX EX EX N/A 1 iEX - €X E4 126 TEAM WORK 16 4'- 0" 6'- 8" 0'- 13/4" EX _ EX ' N/P, ; EX E4 E5 131 STORAGE 16 T- 0" 6 - 8 0'- 13/4 EX 1EX N/4 I Ey, r E6 135 STOR. 17 2'- 8" 6' - 6" 0'-13/4" METAL B3 E PAINT T�? MATCH N/A CY ; C}� l _ StJRFAE RUST TO BE RE MOVED ANvD FRAME - LOWER EXIST. ° ' 'TO BE REPAINTED DOOR & HARDWARE NOTES: 1. ALL DOORS ARE TO BE T-0" WIDE UNLESS NOTED OTHERWISE ON PLANS. 2. ALL DESIGNATED EXIT DOORS SHALL BE NON -LOCKING AGAINST EGRESS. 3. ALL THUMB LATCH LOCKING DEVICES ON MEANS OF EGRESS DOORS SHALL BE ACTIVATED BY NO MORE THAN ONE -QUARTER (1/4) TURN. 4. ALL GLASS IN DOORS SHALL BE TEMPERED 5. ALL DOORS & HARDWARE SHALL COMPLY WITH LOCAL BARRIER FREE LAWS AND THE AMERICANS WITH DISABILITIES ACT 6. ALL DOORS TO BE UNDERCUT MIN. 3/4" OR REQ'D BY CODE U.N.O. 7. ALL WOOD DOORS TO BE MAIMAN THERMAL -FUSED DOOR FINISH MARSHFIELD NATURAL BIRCH ROTARY - COCOA. BEAN 8. ALL DOORS TO BE EQUIPPED W/ MIN. (3) DOOR SILENCERS ON LATCH -SIDE OF DOOR FRAME. 9. ALL HARDWARE TO BE BRUSHED OR SATIN -FINISH STAINLESS STEEL U.N.O. 10. EXTERIOR SIDE OF ALL PERIMETER WALL DOORS & FRAMES TO BE PAINTED AS APPROVED BY LANDLORD COORDINATE COLOR W/ EXISTING EXTERIOR DOORS & FRAMES. -- DOOR & FRAME (WHERE APPLICABLE) 1/4" TEMPERED GLASS VISION PANEL (WHERE APPLICABLE) STATUS FLAG INDICATOR irF SIGNAGE I a TOP OF WP @ 48" AFF a 4" THERMOSTAT 6 SWITCH GENERAL POWER o _ & COMMUNICATION ,,,, , RECEPTACLES two WALL BASE -- ARMOR OR KICK PLATE (WHERE APPLICABLE) HARDWARE, SIGNAGE & DEVICE MOUNTING HEIGHTS - 3 TYPICAL 4 DOOR LOCATION - TYPICAL 1 /2" = 1'-011 NOTE: PROVIDE INSULATED DOOR @ EXTERIOR LOCATIONS SFF B('i I! F OLAZINC TYPE. ? _ G END G1 CLEAR l i� G3 MIRROR i ; I i G2 POST -APPLIED .1-1 BLP.CKOIUT FILM TRANSLUCENT FILM ---j I G1 CLEAR INSULATED GLASS S SPANDREL GLASS T INDICATES TEMPERED GLAZING POST -APPLIED FILM: G2 SOLYX F1 SOLYC WHITE TRANSLUCENT FILM SOLYX BLACKOUT FILM STYLE: SOLYX SXWF-TWN 60" WIDE SIZE: 60" WIDE COLOR: TRANSLUCENT WHITE MATTE STYLE: #SXWF-BO STOREFRONT SYSTEM NOTES TO 9 G APPrY.J ,D „Y A , _ FatTE._T C` SIrJti l t 1 Ui.LrCKIN•., fv1ATCl !:�4 V�J: 'EI XTERIOR STOR`FRC\ TT, • z'0A; ALU"1INILIi+v1 '0REFPO,1'' SYS T EM1n TO NIA7CH EXISTNGASI PER CURRENT FLORIDA APPROVAL SF' 0NERIOR STOREFRONT? CLEAR ANNODIZED ERED GLASS, )R FINISH AT C SIDE 00 CID 2'-6" VI,F. I I i LOUVERS SINGLE FLUSH SINGLE FLUSH SINGLE FU.18H DOOR SINGLE L"DUVYRED DOOR FRAME DOOR 1Ni VISION' LITE DOCK F1 B1 B2 ; i 3 DOOR FRAME & PANEL TYPE ELEVATIONS 1 /2" = 1' 0" d%su �w-'''.----------� eft �i ty�s architecture 1708 E Columblic Drive Tampa, 3'3611 + 13 lc:? c :�iY 24 '_, 7 v ;gi??`.;�'ti: _: in'1•lai:G c: s'v'i ......:rt�i All reproduction & inte!lectual, property rights reserved 2017 Project f Davi �?R z? i DMG (FL) - ZEPHYRHILLS 5935 7th Street Zephyrhills, FL 33542 Prepared for D AVITA MEDs, ,AE vF� UP Ili A.ssociatiar~ HFcc & ASSOCIP- � ES NC, CONTACT: V�RL HEIFS 1381 5Tii ST SARASOTA, FL 34236 PHONE: 941.955.4555 GENESIS ENG!NEcR GROUP; Li CONTACT, IMINEHANEY 1,✓,a v. ILu._ , 1000 N. ASHLEY D?. #90 -I AM FL PHONE: 813.523,6455 GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASHLEY DR. #900 TAMPA, FL PHONE: 8 i 3.5216Ar6 O No. Revision Description Date 1 PERMIT AND BID SET 12/1012018 -No Revision Desc,In'tio l Date Drawn By: WJ Checked By: SRS Project Number: 18190 DOOR Title DOOR AND WINDOW SCHEDULES` AND DETAILS Original drawing is 24 x 35 Flo hat scale contents of drawing Sheet Number 114 - 1 -0 - -As NOTE: NO JOINTS SHALL BE ALLOWED I ON WALLS SHORTER THAN 8' - 0" 74' MIN. ALL JOINTS LOCATED IN LINEAR RUNS TO BE SCARFED - JOINT TO BE TIGHT CORNERS OF MILLWORK BASE TO BE MITERED - JOINT TO BE TIGHT 5 MILLWORK BASE INSTALLATION - PLAN 311 1-011 STANDARD FINISHES SCHEDULE CARPET: WG-01 CPT-01 SHAW CARPET TILE (FIELD) INPRO CORPORATION 'G2' SERIES PVC -FREE GUARD 9" X 36" FULLY -ADHERED CARPET TILE STYLE: ENVIROGT G2-700i STYLE: "UNDERTONE TILE" 5T157 COLOR: "SEAGRASS" #0230 COLOR: "LATH" 57760 PAINT: INSTALL: ASHLAR ALL PAINTS SHALL BE THE FOLLOWING U.N.O.: CONTACT:JEFF ONETH, SHAW INDUSTRIES - LOW or NO-VOC (E) jeff.oneth@shawinc.com - EGGSHELL (P) 888.393,2830 / PASS CODE: 4673 (HOPE) P-01 SHERWIN WILLIAMS 'SW 7043' "WORLDLY GRAY" SHEET VINYL: P-02 SHERWIN WILLIAMS 'SW 6225"'SLEEPY BLUE" SV-01 SHAW SHEET VINYL FLOORING P-03 SHERWIN WILLIAMS 'SW 6177' "SOFTENED GREEN" 6-FEET X 75-FEET SHEET VINYL ROLLS (50 YDS) - CAN BE CUT P-04 SHERWIN WILLIAMS 'SW 6380' "HUMBLE GOLD" STYLE: "NATURELIFE" 09633 RECLAIMED HICKORY P-05 SHERWIN WILLIAMS'SW 9174"'MOTH WING" COLOR: P-06 SHERWIN WILLIAMS 'SW 7009' "PEARLY WHITE" WELD: 09633 INSTALL: CHOOSE DIRECTION TO MINIMIZE SEAM QUANTITY GYPSUM BOARD: CONTACT: JEFF ONETH., SHAW INDUSTRIES SHALL BE PRIMED WITH ONE (1) COAT OF LOW-VOC PRIMER PRIOR (E) jeff.oneth@shawinc.com TO RECEIVING TWO (2) COATS OF PAINT. (P) 888-393.2830 / PASS CODE: 4673 (HOPE) DOORS & TRIM: LUXURY VINYL PLANK: SHALL BE PRIMED WITH ONE (1) COAT OF LOW-VOC ENAMEL PRIMER LVP-01 SHAW HARD SURFACE LUXURY VINYL PLANK UNDERCOAT PRIOR TO RECEIVING TWO (2) COATS OF PAINT. 6" X 48" GLUE -DOWN VINYL PLANK EXPOSED ROOF DECK + STRUCTURE: STYLE: "TERRAIN" 0564V SHALL BE PRIMED WITH ONE (1) COAT OF KEM BOND HS PRIOR TO RECEIVING COLOR: "GROVE" 00737 ONE TO -I WO (1-2) COATS PRO IND WB ACRYLIC DRYFALL. INSTALL: ALIGN W/ LONGEST SPAN OF CORRIDOR REGIONAL WALL MATERIAL: CONTACT: JEFF ONETH, SHAW INDUSTRIES RW1 (LEVEL 4 FINISH WHERE APPLIED RW1 ) (E) jeff.oneth@shawinc.com MATERIAL: CUSTOM WALLCOVERING (P) 888.393.2830 / PASS CODE. 4673 (HOPE_) SOURCE: TBD CONCRETE SEALER: ACOUSTIC CEILING SYSTEMS: CONC DUR-A-SHIELD, TINT: CONCRETE GRAY ACT-01 BASE: ARMSTRONG 'CORTEGA' CEILING TILE B-01 SIZE: 24" x 24" x 5/8" JOHNSONITE TRADITIONAL WALL BASE STYLE: #770WH SQUARE -EDGE, LAY -IN TILE PROFILE: STANDARD TOE 4" COLOR: WHITE COLOR: 281 GRIZZLY GRID: PRELUDE 15/16" EXPOSED TEE WALL PROTECTION: POST APPLIED GLAZING FILM: WP-01 G2 CRANE COMPOSITES VARIETEX 0.09" SOLYX TRANSLUCENT FILM COLOR: "PEPPERDUST' SIZE: 60" WIDE FINISH: "SATIN" STYLE: #SXWF-TWM CORNER GUARDS: F1 CG-01 SOLYX BLACKOUT FILM INPRO CORPORATION'G2' SERIES PVC -FREE GUARD SIZE: 60" WIDE STYLE: G2-160R SERIES W/ REGRIND RETAINER STYLE: #SXWF-BO COLOR: "SAND DUNE" #0278 MILLWORK BASE INSTALLATION 4 311 = 1'-011 NET ROOM SCHEDULE Floor Ceiling Corner Guard Room Base Ceiling Ceiling Soffit 1 Number Room Name Floor Finish Finish Wall Finish Material Finish Finish CG Type GG H Comments 101 WAITING SV01 B01 P01,RW1 GWB P01 P05 CG1.CG1a 4'-0" 102 CHECK IN / OUT CPT01 B01 P01,P05 ACT01 P05 CG1 4'. 0" 103 LAB TOILET SV01 B01 P01,WP01 ACT01 1 104 VENIPUNCTURE SV01 B01 P01,P03 ACT01 - 105 WORK CPT01 B01 P01 ACT01, GWB P01 P01 CG1 ;4' - 0" 106 ADMIN. OFFICE CPT01 B01 P01, P02 ACT01 107 LAB SV01 B01 P01, P03 ACT01,GWB P01 l P02 i C a1 108 109 110 111 CARE COORD. OFFICE VITALS EXAM 1 A EXAM 1B CPT01 SV01 SV01 SV01 B01 1301 B01 B01 P01, P02 P01 P01, P03 P01, P03 ACT01'-"'-� ACT01 ACT01 ACT01 _ - ,- -- e CGa • G1 4'-0" -- t 4'- 0" _ 112 113 VITALS PATIENT TLT SV01 SV01 B01 B01 P01 P01, WP01 ACT01 ACT01 CG1 --} •-a" 114 TREATMENT SV01 B01 P01, P03 ACT01_ �- 115 EXAM 2A SV01 B01 P01, P03 ACT01 - _ - 116 EXAM 2B SV01 B01 P01, P03 ACT01 117 118 PATIENT CORRIDOR MA / CLINIC NURSE STATIONS SV01 SV01 B01 B01 P01 P01 1ACT01 ACT01 —� - CG1 l CG1,Ct;";- 4', G" — 119 FLEX EXAM SV01 B01 P01, P03 ACT01 120 CORRIDOR SV01 B01 P01 ACT01 - -� CG1 4'- 0"- 121 MED ROOM SV01 B01 P01 ACT01, GWB P01 P01 CG1 4'- 0" 122 PROVIDER OFFICE CPT01 B01 P01, P02 ACT01 - 123 PROVIDER OFFICE CPT01 B01 P01; P02 ACT01 - 124 STORAGE SV01 B01 P01 ACT01 _ l 125 CARE MGR. OFFICE CPT01 B01 P01,P02 ACT01 126 TEAM WORK SV01 B01 P01 ACT01 - CG1 ' 4' - 0" 127 TEAMMATELOUNGE LVT01 B01 P01,PO4 ACT01 lCG1 j4'-0" 128 TEAMMATE TOILET SV01 B01 P01,WP01 ACT01 i 129 TEAMMATE TOILET SV01 B01 P01,WP01 ACT01 1 130 J.C. / W.H. CONC B01 I P01,WP01 ACT01 2 131 STORAGE SV01 B01 P01 ACT01 CG1 4'- 0" 132 BIOHZD. SV01 B01 P01 ACT01 133 COMM. SV01 B01 P01 ACT01 134 EXIST. ELEC. ROOM CONC B01 P01 ACT01 -� z 135 STOR. CONC 601 P01 ACT01 NOTES: 1. WALL PROTECTION DESIGNATED ON WALLS WITH PAINT SHALL BE INSTALLED FROM 0" AFF TO 48" AFF. 2. WALL PROTECTION TO BE INSTALLED FULL HEIGHT OF WALL. WALL PROTECTION TOP J TRIM TOP OF CORNER GUARD TO BE LEVEL W/ TOP OF WALL PROTECTION WALL PROTECTION TRIM OVER SEAM EDGE OF WALL CORNERGUARD SHEET SEAMS TO BE MIN. 2'- 0" FROM EDGE OF WALL -RIM TO STOP @ TOP OF MILLWORK SASE - EPDXY JOINT BEHIND BASE SCHEDULED BASE - CORNERS f0 BE MITERED JOINT IN SCHEDULED BASE TO BE MIN. 1' - 0" FROM WALL PROTECTION JOINTS & MIN 2'- 0" FROM EDGE OF WALL OR CORNER j WALL PROTECTION DETAIL Ca- CORNER GUARDS 3/411 = 1'-0„ L ERMALLY 9FOKEN ALUM. -' THRESHOiD rER ZA REU. ` -- SrtET VINYL (SV-01) ENTRY S.!-C": i (S+-0?i RU3BER TRANSITION STRIP COLOR 447 "BROWN" I TYP, FLOOR PENETRATION (i.e. FLOOR CLEAN -OUT. FLOOR— -- SHEET VINYL L (SV 0 ) DRAIN, FLOOR SINK, IN -FLOOR if SCALE, ETC) --- ^cA7HER THICKNESS OF'VINVL 3i ftiEl ;:L00R!NG TC ACHIEVE SHEET VINYL CUT-OUT TO //` FLUSH i RANSITION 8TV11 HAVE MAX. GAP TOLERANCE FLOORING TYPES OF 1116" @ ALL FLOOR PENETRATIONS I/ UUXURY'JINYL PLANK (LVP-01) sv-01 ! LVP-o1 -- -- - --- _ SHE'cT fNYL (SV-01} i ref STAINLESS S?EEL T Z N.^;i IGN SiRIP SL'HULTER; 8"'ENO- * Z" BAND OF EPDXY RESIN i APPLIED @ ALL FLOOR I SEALED CONCRE T E PENETRATIONS -SHEET VINYL ! j - SET INTO WET PROXY�� SHEET VINYL ADHESIVE SV-01 1 CONC. 2 SHEET VINYL DETAIL- FLOOR PENETRATION FLOORING TRANSITION DETAILS 311 = 1'-011 elf = I ,-On - design styles It �` .� r �rr Itat 1 L Drive. Jv +'r raid dle ignst'yiesacl 4-2tci: orri All reproduction & intellectual property rights reserved 2017 IL Id ta Lj"vl DMG 4 F L) r ZEPHYRHILLS 5935 7th Street Lephyrhiils, FL 33542 Prepared for DA` ITA IOEDCAL (e:ROUP In Association with: HEES & ASSOCIATES. INC. CONTACT: KARL HEES 1381 5TH `iT PHONE. 941.955.4555 GENESIS ENGINEER GROUP. L LC CONTACT: MIKE HANE� 1000 N. ASH EY DR, *900 TAMPA, FL PHONE: 613.523.6455 GENESIS ENGINEER GROUP, LLC CONTACT: MIKE HANEY 1000 N. ASHLEY DR. #900 TAi�iPA FL PHONE: 813.523.6455 Profes . A " s If n w J. Dohmeil # 12/10/2018 805 11:22:12 AM No, Revision DeScril7tim., Date 1 PERI 11T AND BID SFT 12/10/2018 No. Revision Desci!pbon. Date Drawn By: WJ Checked By: SRS Project Number: 18190 Sheet Title FINISH SCHEDULES & TRANSITION DETAILS Original drawing is 24 � 36 Do no: scale contents of oravmig Sheet Number `a FLEX EXAM f PROVIDER 119 EXAM 2B PROVIDER OFFICE OFFICE P01, P03 116 123 P01� 22 P02 SV01 P01, P03 P01, P02 CPT01 B01 SV01 STORAGE CPT01 ACT01 B01 i 124 B01 B01 ACT01 P01 ACT01 ACT01 SV01 B01 1 ACT01 CORRIDOR " n 120 0 o a P01 a c SV01 f B01 > > ACT01 EXAM 2A I PATIENT 115 I i CORRIDOR P01, P03 117 SV01 i P01 B01 MA/CLINIC SV01 ACT01 NURSE B01 STATIONS AC'r01 ' 118 Pot I' MED ROOM T SV01 CPT01 SV01 121 B01 Pot . ACT01 SV01 � TREATMENT B01 114 _ ACT01, GWB P01, P03 i - CARE MGR. SV01 r OFFICE B01 125 - -- _ _ _ ACT01 .> P01,P02 - - -- - I CPT01 TEAM WORK B01 126 ds(J` i design styles arch r 1708 L Ddiv Ta ripa, Fiat dd 3360 p 813 241 6700 I. 8'.' 247 3757 designslyiesc, chf ectvre.-om #AA 003 :? IM reptoduc`ion & inteiitiC.?+tea; property rights reserved 201 Project DA avita DMO (F � m ZEPHYR ILLS 5935 7th Street Zephyrhills, ACT01 FL 33542 1 PO Prepared for svol > FINISH T , LEGEND i OAVI TA �!FDIO,�L GROUP B01 aGT01 CARE COORD. cN F — 1 - WALL FINISH PQ1 FINISH ----- ---- ` REMARKS FLOOR FINISH T01 ; A BASE FINISH -�-� 601 CEILING FINISH � ACT01 FINISH REMARKS: A. REFER TO ENLARGED PLAINS A802 FOR ACCENT WAIL PAINT & ,rVALL COVERING LOCATIONS 1 I I Lk/P')' SVC1 FU00-RING TRANSITION TAC I �IEZNERAL NO-��5: � FLOOR FINISH NOTES 1. FLOOR SURFACE TO BE CLEAN, SOUND AND %gOISTURE FREE PRIOR TO INSTALLING ALL FLOOR FINISHES.L 2. r11_ DIRT, DUST. LAITANCE, CURING COMPOUNDS, GL UE-E AND I LIFLANIiNAT!NG MATERIALSMUST BE REMIOVED PRIOR\ TO; ANY � MATERiAAL A� PLICATIONS. 3. FOR APPLICAi10IN OF RESINOUS FLOORING ( F-01;, SURFA ES SHALL BE PREAPARED BY BEAD BLASTING, GRi!NDiNG, SANDING OR OTHER APPROVED METHODS OF MECHANICAL REMOVAL. FLOOR MATERIAL LEGEND: SV01 ;--� — CPT01 I SHEET VINYL —,] CARPET TILE T' LVTO i CONC. j _ LUXURY VINYL TILE, SEALED CONCRETE ABBREVIATIONS: ACT ACOUSTICAL CEILING TILE CG CORNER GUARD CT COUNTERTOP CPT CARPET TILE LVT LUXURY VINYL TILE G GYPSIUPai'tNALL BOARD P PA=NT (LOW OD"RZ II PL PLASTIC LA�`OIiyATe I G RES►UENT BASE SC SEALED CONCRETE , SV SHEET VINYL TILE: I TEAMMATE LOUNGE 127 P01, PO4 LVT01 B01 ACT01 TOILET 128 P01,WP01 SV01 B01 ACT01 O O TEAMMATE TOILET 129 CONC SV01 0 (.. --:fir V t - E Z ' ? 0 COMM. BIOHZD. 133 132 EXIST. ELEC. STOR. ROOM P01 Pot . i 135 134 SV01 SVo1 Pot P01 801 601 CONC CONC ACT01 ACT01 I B01 B01 ACT01 ACT01 I_ I i SV01 CPT01 WORK 105 CHECK INIOUT 102 Ii I VENIPUNCTURE 104 CPT01 SV01 EXAM 1 B 111 P01, P03 svol B01 ACT01 rl VITALS 109 Pot SV01 B01 - - ACT01 EXAM 1 A 110 P01, P03 SV01 B01 ACT01 STANDARD FINISHES SCHEDULE CARPET: WG-01 CPT-01 SHAW CARPET TILE (FIELD) INPRO CORPORATION 'G2' SERIES PVC -FREE GUARD 9" X 36" FULLY -ADHERED CARPET TILE STYLE: ENVIROGT G2-7001 STYLE: "UNDERTONE TILE" 5T157 COLOR: "SEAGRASS" #0230 COLOR: "LATH" 57760 PAINT: INSTALL: ASHLAR i ALL PAINTS SHALL BE THE FOLLOWING U.N.O.: CONTACT:JEFF ONETH, SHAW INDUSTRIES - LOW or NO40" (E) jeff.oneth@shawinc.com - EGGSHELL (P) 888.393.2830 / PASS CODE: 4673 (HOPE) P-01 SHERWIN WILLIAMS'SW 7043' `VIORLDLY GRAY" SHEET VINYL: P-02 SHERWIN WILLIAMS 'SW 6225' "SLEEPY BLUE" SV-01 SHAW SHEET VINYL FLOORING P-03 SHERWIN WILLIAMS 'SW 6177' "SOFTENED GREEN" 6-FEET X 75-FEET SHEET VINYL ROLLS (50 YDS) - CAN BE CUT P-04 SHERWIN WILLIAMS 'SW 6380' "HUMBLE GOLD" STYLE: "NATURELIFE" 09633 RECLAIMED HICKORY j P-05 SHERWIN WILLIAMS'SW 9174"'MOTH WING' COLOR: P-06 SHER,NIN WILLIAMS 'SW 7009"'PEARLY WHITE" WELD: 09633 INSTALL: CHOOSE DIRECTION TO MINIMIZE SEAM QUANTITY GYPSUM BOARD: CONTACT: JEFF ONETH, SHAW INDUSTRIES SHALL BE PRIMED WITH ONE (1) COAT OF LO,"-VOC PRiFr"iER PRIOR (E) jeff.oneth@shawinc.com TO RECEIVING T'JAJO (2) COATS OF PAINT. (P) 888.393.28301 PASS CODE: 4673 (HOPE) DOORS & TRIM: LUXURY VINYL PLANK: SHALL BE PRIMED WITH ONE (1) COAT OF LO\N-VOC ENAtv1EL PRIMER LVP-01 SHAW HARD SURFACE LUXURY VINYL PLANK UNDERCOAT PRIOR TO RECEIVING TWO (2) COATS OF PAINT, 6" X 48" GLUE -DOWN VINYL PLANK j EXPOSED ROOF DECK + STRUCTURE: STYLE: "TERRAIN" 0564V I SHALL BE PRIMED WITH ONE (1) COAT OF KEM BOND HS PRIOR TO RECEIVING COLOR: "GROVE" 00737 I ONE TO T,,'J01 (1-2) COATS PRO IND WS ACRYLIC DRYFALL. INSTALL: ALIGN W/ LONGEST SPAN OF CORRIDOR REGIONAL WALL ?MATERIAL : CONTACT: JEFF ONETH, SHAW INDUSTRIES I RW1 (LEVEL 4 Fi!,.!SH WHERE APPLIED RkN'1 (E)jeff.oneth@shawinc.com ; MATERIAL: C.L �JTIJ 41,^u'/`LLC�OVFRING (P) 888,393.2830 / PASS CODE: 4673 (HOPE) SOURCE: TBD CONCRETE SEALER: ACOUSTIC, t IC CEiLiNJ SYSTEM,& CONC DUR-A-SHIELD, TINT: CONCRETE GRAY A':, ; -01 BASE: ARMSTRONG 'i,GRTEGA' CEILING TILE B-01 SIZE. 24" X �4"' X 5/8" JOHNSONITE TRADITIONAL WALL BASE STYLE: #7700V H SQUARE -EDGE, LAY -IN TILE PROFILE: STANDARD TOE 4" COLOR: WM E COLOR: 281 GRIZZLY GRID: PRELUDE 15116" EXPOSED TEE WALL PROTECTION: POST APPLIED GLAZING FILM: WP-01 G2 CRANE COMPOSITES VARIETEX 0.09" i SOLYX TRANGLUCENT FIL IN4 COLOR: "PEPPERDUST" SIZE- 60" WIDE FINISH: "SATIN" i STYLE: #S;(WF-7v%1MI CORNER GUARDS: i F 1 CG-01 SOLYX BLACKOUT FILM INPRO CORPORATION'G2' SERIES PVC -FREE GUARD I SIZE: 60" WIDE STYLE: G2-160R SERIES W/ REGRIND RETAINER STYLE. #SXWF-BO COLOR: "SAND DUNE" #0278 in Association with: HEES & ASSOCIATES, INC. CONTACT: KARL HEES 1381 5Tri ST SARASOTA, FL 34236 PHONE: 941.555.4555 GENESIS ENGINEER GrOUP, LLC CONTACT: MIKE HANEY 1000 N. ASHLEY DR. #900 TAMPA, FL PHONE: 813.523.6455 GENESIS ENGINEER GROUP, LLG CONTACT: MIKE HANEY 1000 N. ASHLEY [)R. 4,00 TAMPA.; FL PHONE: 813.523.6455 ProEQ A' ndrew 3 b6 � ":' 12/10/2C18 15805 i 1.22:14 AM No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Dascrption Date Drawn By: WJ Checked By: SRS Project Number: 18190 Sheet Tillie FIRST FLOOR FINISH PLAN V '�, PATIENT TLT 113 P01, WP01 VITALS 112 SV01 P01 B01 SV01 ACT01 O B01 ACT01 1 Original dravving w 2 x 36 � not FLOOR FINISH PLAN 1 /4" = 1'-0" scale contents o; rawng Sheet Number AAf%16 Ama, t3ul •fi t WALL , PD3 FINISH NOTES I r f'Ljc.� (P02 �03 `�! rRO'„IDER 1. RO�JPr':S RECEIVINGV`JP "I0 48" AFF SHALL. RECEIVETH,- E PF:lfvT !�!! '- L PROVIDER 4TG� _ RO DER OFFICE _ _ _ ROOMS RESPECTIVE WALL FINISH TABLE, A.ND/OR AS NOTED OTI-:ERIOASE W! , PAN t OrrlCt 122 j EXAM 2g I FINISH TAG, A30VE THE WP TO CEILING, t123 P01,P02 FLEX EXAM _ 116 119 i I F P01. P02 CPT01 - r P01, P03 GENERAL FINISHES. 1 � r STORAGE CPT01 POD, P03 ! ! p ! W !SE o B01 SV01 ALL WALLS AND SOFFITS SHALL BE PAINTED P01 UNLESS DESIGNATL=!� OTH�RJV,„� BY A PAINT TAG ON THIS PLAN. GENERAL ROOM design s "#`�! 124 B01 ACT01 SV01 B01 FINISHES ARE LISTED BENEATH EACH ROOM TAG ANDN-0 P01 I B01 ACT01 INCLUDE: ,�,, _ A�TO1 SV01 ACT01 - PAINT P01 ONLY 0�,,. t ? e C, r i B01 4 - PAINT P01 AND WALL PROTECTION PANEL WP-1 ACT01 - - WALL PROTECTION PANEL WP-1 ONLY. E ; .VLF CORRIDOR - LEVEL 4 FINISH WHERE APPLIED RW1 ` 120 a! P01 CG1 ----- CORNER �V�i® BSI 24! c7O0 _ ,� _2 ::- - SV01 P03 B01 O - a KEY DESCRIPTION Count MANU► ACTU REF M0 _)'L :.:L0R C , 1,Mi, J cNT - - OG1 ACT01 --- - -- - - -- -- -- - - - - --- -- _ _ j r -- --i eii`ilPATIENT EXAM 2A kCG1 Corner Guard Surface Mount 141 — _ Inpro Corp G2-16GR. 48" — CORRIDOR 115 I CG1 a Corner Guard Surface Mount 6 ; Inpro Coro G2-1 DOR 310 02i 8 3 L•��=� CCKl��4 CG1 O P1, P03 CG1 b Corner Guard Surface Mount 4 InProCorpf'Bpi OCUCi vi ?i !IC :.18, r tUe iVL32 1h n 4802d 1, 3� DEGE �RN'tr+ CARE MGR. OFFICE 125 _ i P01.P02 ! � BG1 I i ! r: ACTG1 � 9 ! TEAMWORK 126 TEAMMATE TOILET 128 I P01,WP01 I I - - _ _ , it S EXIST. ELEC - ROOM 13a CG1 CG1 MA/CLINIC NURSE CC STATIONS 118 �C'=1 r------------------------ P01 MED ROOM SV01 121 B01 i of I ACT01 SV01 ! Boll �ACT01; GWB - 'I 01 O-G i CG1 �CG11 ADMIN. OFFICE 106 P01, P02 CPT01 B01 ACT01 E)- WORK 105 � l LCG Cp, SOFFITBC WALL SCIFFIT CG1 ,IyEGK IN ,'OUT P05 102 P01,P05 �RW1) WALL BELLOW WAITING 101 CG1 CG1 CG1� I CG1 CG1 i CC cc_,,a CARE COOP.D., OFFICE I— ` , 08 �QLL o ILLC a- P01, P02 LAB CPT01 0 107 B01 a P01, P03 ACT01 SV01 B01 ACT01,GVVB VENIPUNCTURE WALL. 104 WG1 SOFFIT P01,P03 P03 CG1 CG1 SV01 B01 021 ACT01 LAB TOILET 103 P01, VVP01 SV01 B01 I ACT01 - - CG1 (CG1 CC CG 1 OG P01 SV01 601 ACT01 CG SV01 �~ B01 ACT01 TREATMENT 114 per._—� ol, P03 SV01 B01 ACT01 P03 PATIENT TILT VITALS �' 113 112 P01, WP01 Poi - - SV01 SV01 B01 B01 ACT01 ACT01 OG o P03 d G ��1b VITALS 109 P01 S'✓01 B01 ACT01 / CG1 P03 EXAM 1 B rAC 1, P03 V01B01 T01 P03 EXAM 1A 110 —� P01, P03 SV01 B01 . ' ACT01 z 5935 7th Street Zephyrhills; F L ;33542 p an "eJ for °e- in. Association With: HEES & ASSOCIATES; I..... CON - 30. 1 ri P<CiNt:::;•4? 95 5. GENESIS ENGINEER GROUP. LLC COiv TACT. PViiFE ia,yikc, 1000 N. ASHLEY DR.. #900 TA %"P,^ FL GEv`_StSENII!N"i C CONTACT. 1v1i'KE HANiE`;' 10G% 1�. r;0 _17Y Di. r ��✓ TAMPA. FL PHONE: 8'i _.523.6455 I ' Ptofessionai Seal t AR 15$ A idresti J. Dohmer..AR # 121 i 012018 5805 2).2: 7 AM Revision Des, ;,;, mate ?EFt v ;1 IN - g ! r-120'i8� No. Revision Desc,,inc,?i Date Drawn Hy; ',VJ C h2cked By: SRS Project Number: 18190 Vi vi jail Ye... L.m 1 WALL FINISHES _ 1f4 1 Q A FURNITURE SCHEDULE KEY NAME Count Manufacturer Model - Description CCH3B WAITING CHAIR 8 SIT ON IT - --- FREELANCE VV/ ARMS : I V'r; v'`' ,' F; I . I D t i e- C4 CCH3B.1 WAITING CHAIR 6 SIT ON IT _ _ __ I `2E� N c V'v A.,M_> � AIL � Iz ,r.l I r,� �k'�.. �.• Ar ••_ i,:v oc 1.- ° o o° -- oG ; ° e 1 !! e _� = rl � - � . CCH4PA CHAIR - STOOL 7 - OFFICE MASTER - I CLA'a`I( ;_ STOOL S01 S01 SG1 Sul S01 CT10 CH4PA CH4PB CH4P6 CH4PA CT10 CCH7A PATIENT GUEST CHAIR 12 SIT ON IT ~FEEL, . �•.}_ W, ARMS ni_�.. n �;',F_ I _ FRAM ` ! V'N I BA,-,K r��l_ SEN i ,- _ i — o 1, I L—J L_J I� I 2n4a 174"" S01 °° - F 10 T� r A 1 CCT3BS.36 LOUNGE TABLE 3 TEK�ION MONO-, OD BASE, 4 v"i'S26 CHIC' i CH1Cj V�%526 gCH4PA CE11 --J-(CE20� /\CE20/> ` AF17: CCH4PA -- !SQUARE - ( -- - - - - - O- O II I _ V �.�/ V --, _;L+ I i.(l L41T I �. { - I t. �� ��� �, 411iL c k I ° COTS WAITING END TABLE 4 LESRO_ ANHERST U!ET. SQ ARE_I F _ •• . 1E_R BASE "01 i , c %\ CHIC OFFICE CHAIR 9 SIT ON IT -- - NG`JO TASK - --- - CHAR N!/ AF.IIPS, BLACK G;a:ir= MESH BACK VV/ VINIYi_. SEAT ` AF05 I CH -I H OFFiCE CHAIP: ,� •_ IT ON iT NOVO TASK CHAIR WI ARMS, BLACK S01 CE12 BASE & MESH BACK V,." ••/!i1YL SEAT I 1 ` !SIT ON IT ! NOVO TASK ; CHAIR W/ ARMS. BLACK BASE & MESH BACK W! VINYL SEAT o ° 1 1A, e �� CH1H OFFICE CHAIR 11 I ° R .. s ..... CE06 F �` CL, 7 i CH-1 H OFFICE CHAIR 6 SIT O ! NOVO C ARMS, BLACK L,.�' . Y y i? °E # d I�-(A "05 hl G3 t ! I n, S I AnK 1r 4 N T �- TASK HA!f{ iNi R �AC S a-f •r,-�s;AG i j °s .✓ i R ,y =t 16 F CE1 \� _J CE10 - I - - BASE +c B, u. V 1. 'Y'.5EA ." - � I-i AF04 A 02 � I /tP 1 y} i CE10 CE13 t ^ R, ; S -F : ra,l co A C BAN nlr n i __ / CH3A OFFICE GUEST CHAIR 2 SIT ON T FREELANCE 'r ' 1 ;r "K: - ------ a_ ¢ y Sol- CE I E Vli CH4PA PATIENT GUEST CHAIR 13 SIT ON IT ---�-- ---- - - I d--,,. - - _'- - --- - - - -; AC r _ 'R .Jr E[il': *s�;,_ K AND CEP.. -C_ CH4PB PATIENT GUEST CHAIR 5 SIT ON IT- FREELANCE ARMLESS CCE 13' ` - - _ 13LACK METAL FRAME tN/'ylN�i 8ACK AND SEA r J CHB42 PATIENT GUEST BENCH I 2 S T ON IT THESIS TABLE WITH •� / F. ^� ems•, r i I'I .-, ._.... _-. l-I S01 bi �� _� ?� :R s I; r< �. C CH P CH P CT10 — CASTERS - I p r5i3 24i .;;'C } i�i31473757 '`� R CT10 EXAM ROOM WORK TABLE 6 TEKNION i THESIS TABLE WITH CASTERS PROVIDER WORK TABLE - 20 D x 48'W , Icy. I 20 N AF10 � --- � ci �� a►eaa �� z + �- __ CE20 �:,E11) CCH4PA _ _ Cie 4._ .�.! ! H601 HUDDLE BOARD 1 ,,.c'sn $� � t �- L01 METAL LOCKERS 1 TENNSCO I BK6-121212-3 �3-BAY, 6-TIER CUBE LOCKER (12" X 12"CUBES}, GC IS TO PROVIDE API�u '1 z £7 • rn L - 1 J` - 6 --- --- -- - 1"1ST�' LL l S01 - -- — -- 1-r --; } e n Ppnil�ic w• �EC, CEO! CE01.. �A o / L02 METAL LOCKERS 2 TENNSCO �BK6-.21212-1 -BAY. 6-TIER CUBE LOCKER 1 X 2' CUB�o`, GC I . T,. _ ANf } _ INS TALL All reproduction & irteiiertual property ° ° -' LF3 LATERAL FILE CABINET 2 TEKNION LATERAL FILE WITH LAMINATE j 36" WIDE 4-DRAWER METAL FILE - IAMINATE TOP: WALNUT I rights reserved 2017 ° ° ° ° •� -- TOP __ S01 S01 �I - 1 �;, -�� �'� . t CH' H CE1 F02 AF04 CE06 P01 OFFICE DESK 3 TEKNION EXPANSION L SHAPED LAMINATE DESK Wr FILE DRAWER, TACK BOARD AND I Project CI11H 1�H1H 1 r BE07 CE10 �, r r -. I — ---- - 0 ERSHEL I STORAGE E DIMENSIONS- TASK Lt�HT-------- I � 3 1 -----�------- f � WSJ WS1 � - BE07 � WS1 CE12 S01 SHELVING 16 SAFECO SHELVING IVv9RE SHELVING :.,3C"VJx 18'Dx'l2"H l " S02 SHELVING 2 SAFECO SHELVING - -- --- - -- WIRE SHELVING; DRAENSION_S_: 54"W x 18"D_x 72"H -- - Y - - - Pg]LF3 -P002— - �:, T a"+ F I= -1 n ST1 COUNTER CHAIR 1 _ _ _ - - WS1 MA DESK 11 TEKNION EXPANSION ADJUSTABLE HEIGHT DESK'Ali 1, FILE DRAWER • S Aa �" 1 a • - I"a)ED ROOM 905 - -- 111 _ I �1b ,e^� dir `i - i 1 WS1 WS1 WS26 MA DESK 3 TEKNION LEVERAGE LAMINATE DESK VV/ FILE ORN14ER, TACK BOARD Arta OVERHEAD "� "� 1 1 CE13 STORAGE L , !, 1 i� CH1H CH1H CE09 - -- --- -- - - - 1r' t%I% (FLU .> CH1H WS1 CE10E�� ���E�I-�I�L CARE I'�liGR. �� � � I CH1H WS1 )CE14 AF02 AF04 - _ OFFICE 7) LF3 ecIL - -� I—_ , E-� E NI WORK -Ir �1H (� W51 CH1H I I WS1 � i I I! I TqI WS 1 CH1H CH1H VVS1 �( �CEOI , CE01 �CE01 a c 2 CE01 L02 L02 ! L01 - , j A.F 17 07 j AF03 902 AF15 BE02 AF04 AF09 AF08 F121 AF06 a" CCH7AACCH7A to CCT3BS.36 GCH7A� i'CCH7A E IMn-411"kTE CCH, r, CCH7A s Tr AT OU sir s CC T 36S.36, --z CCH7A\ 'CCH7A i CCH7A CCH7A CCT3BS.36, l H7A H4PA j�' CC C 1 <AF11 fAF1 ' ! 35r r4.H. H601 STORAs13E ^1;i1 L_ - -a STAR. 135 EXIST. ELFC.' ROOM � COMM. � 1 4 F i R Ss i FLOOR - F rr E 1 /4" — 1 `-tl � I to 1) CE22 CE16 CE11 CE15 CE17> __... j CE21 f CE21 CE21 � CE21 'I1 `C AZINII - AF01// i _ '� ; _1 n` AP03 iJ?; CH1C r- \lVS2BCH1C P01 ' CE04 is .�R � i r \ -- I ,C� CCH4PAn! ST1 I CE13 i la i I CH3A FCHA L--------------- CE03�i I AF15� 905 (� � 1 AF05 AF03 AF13 WORK AF08 � r...-.- __, AF09 AF07 AF17 1 CJS i AF02 AF04 t ° AF 1:0) BE05 r i AFQo L f C I i I +.,s K r CHIC CHIC� "CHIC ' 1 d - ------------------- TRANSACTION ----- ADA LEDGE I I I I I I t { CCH3B CCT5 CCH3B.1 CHB42 BE01 CCH3B CCT5 CCH36.1 CHB42 O CCH3B I4 _ I F I ;02 CCH3B I I I CC 3H B ��CC 3H B 1 1 CCT5 CCH3B CCH3B.1 CCH3B CCH3B CCH3B F�cJT5 I i� J CE07 AF05 CE12 F10 901 CE20 b CE11 BE04 CCH4PA _ E + CE02 IC CH4PB 1CH4PA GT10 EORRIDIOR t LAF1 , i0 ---- -i J AF16 CE02 A��6 AF10 VITAL 1 - A.F06 AF04 AF02 � aF1u AF15 CE02 AF16 �H4PIBC114PA I CT10 CE11 CCH4PA AF10 �- It .F10 AF05 •AFG2 AF04C_F CE06 CE13 CE a 10 CE SAFO5 Ih lLl CE13 CE10 AF04 CE06 CE20 CE12 __ CCH4PA CT10 (A� AF10 � ,am �CH4PB CrH4P CCH36.1 _- �7 CLINICAL EQUIPMENT SCHEDULE - -T - ---- - -- ----v - -, ±rE's`;Els !` 0:% iKEY DESCRIPTION OUNT M%N.-rCT.cERl MOOEIJ` E- 0- 1 SPOTS• VITALS 10 'W� " ALL` N �) OR i cLi�H I r 1 r} f �- HSCA _ 2 r n - -- — — -- -- DAVIT i ice, t r i { ' � 'r^t � i .� �9 ib' %i l CE02 - � --- F3,, CE03 UNCTURE CHAIR-- -- 1- --- --i M•-.KE.,,�^�iV BRAND � - ' "`-��0 -- - _ _-- -- iBILLIEVrIN>JF�;'RE Cl?fii;i'',// ADJUSTABLE -ABLE , G.- I CE04 CENTRIFUGE --- ---- ! 1 TBD TBD - -- - I i-- - -- - --- -- - -- --- — - -- - - - - -- - -- -- - - - -- In Association with: CE05 I URINE ANALYZER1 - CLARITY UROCHECK UTG-UAPR1-1Ai 6 1 CE06 EXAM TABLE MANUA'+_---- 14 --- 4!TTER BY MIDNIARK -04 +--- TOP UPHOLSTERED ;N SEAMLS - HEES & ASSOCIATES, INC. I 1 PEBBLE GREY ! C!?NTACT: KARL F tES CE07 EXAM TABLE POWERED 12 1RITTt R BY MIDIVARK 12%:? -- - - - C}? U� IO' `? �h_0 i^ S :i.P4LS - 1381 5TH ST ` ! F B?,LE 1 C a VIR;Sr1A ' 23'6 CE09 OPTHALMOSCOPE _ T CE10 j BIOHAZARD BIN -- _- TBD _ F oGoG 14300 RED CE11 EXAM ROOM TRASH BIN 5 TBD _ GENESIS ENGINEER GROUP. L'LC OPHT/OTOP/HERM W/CE12 INTEGRATED WALL SYSTE� g WELCH ALLYN CONTACT: MIKE HAVEY ACCESSORIES 1000 N. ASHLEY DR. 90,0 I CE13 SHARPS CONTAINER 7 ;TBD ITBD -- - - TAMPA, FL --- - --- --- -- -- - ---- - j PHONE: 8 i3.523.1;-455 CE14 GLOVES DISPENSER _ 6 TBD I CE15 EKG MACHINE !2 TBD _ I _ _ CE16 SPIROMETER 1 - TBD GENESIS ENG;NFER GROUP, ,LC CE17 NEBULIZER _ 1 TBD _ _ __---�--�-- ---- --- --- I CONTACT: MIKE HANEY 1-- 1000 N. ASHLEY DR. #900 CE20 EXAM ROOM STATUS FLAGS 7 IMCI6PF169436 10 x7-1/4"x1" ROOM STATUS TAINIPA, FL INDICATOR FLAGS - 6-FLAG PRIMARY IPHONE: 313.523.6455 COLOR; PL=1,ST;0 CE21 LAPTOP CART - 10 - PJE'� FLF_r; - - - -- j 24•'2U5-214 I MOVFA3L.E AND HEIG4, T ADJUSTABLE - -T- --- -- -� --- — -- - -- { CE22 MEDICINE DISPENSER - - 1 - - MEDVANTX - I MEDST:',RT 52" H x 3' 2" VV x 1' 8" D I,ABINPT BUSINESS EQUIPMENT SCHEDULE KEY DESCRIPTION _ COUNT; MFR_ MODEL. i COLOR R COMMENT � BE02 TELEVISION - LOAUNING GE ROOM LG LG 1442' -- -- - I D&L COMMUNICATIONS. 84" MOUNT HEIGHT TO i ..A BE04 TELEVISION - TREATMENT --------- 1 TBD -- - ! 36° - - -- - r ^,?L. _ -?I Tt 4'_6' ' ,i; - F:IG H r -1 t; Profcssioc�ppl best r r. I .r T .r >_ . -------- --- ----- — -- Thy1ACERlJi�iNER 2525 I rr. '.; _ :JT C PY/FAX. -- -- - BE05 I FLOOR COPY/PRINTER/FAX AX 12 CAI i �N _ _ BE07 DESKTOP PRINTER a UNNE --- i IMAGERR_ -- -- -- -- - - -- 14.151E BE07a DESKTOP COPY/PRINTER/FAX 1 CANON I IMAGERONNER ---- MA COPYiPRINTER ---- --- 2525 BE08 !SHRED BIN - - - -- - - !TBD 'TBD , i v-��<<{ FIXTURES. r� E SSG 1 Dohhier AR # �,' C• 9AM 1 g r e /� A A 1= KEY DESCRIPTION COUNT Mr M Dr_+_ :•;.1 �- Yfl .- COLOR '.: � I v��NT No. Revision Description. v11 Date --- --- -- - --- -- - ----- -- - - - --- D AF01 TOWEL DISPENSER -SHORT � 2 BR."-DLi-V � U-nsb - - - - - --- --- ---� -- �o v P10-636 --- - - - —_ _ Pa= ,'„�I� ^.r� 2,, e AF02 TOWEL DISPENSER _ -- 10 BRADL EY 50-a r- - i F RI I AND 6:D SF _ 1c.. !� 1�- AF03 TOILET TISSUE DISPENSER 14 I BOBRICK B-2840- a; IAF04 FOAM SOAP DISPENSER ---! 10 GOJO LTX-12- IAF05 !HAND SANITIZER 7 I PURELL ; LTX-12 - --- - --- -- - -- --- AF06 S.S.MIRROR 14 BRADLEY 17815-1836 18 X 36 MIRROR W/ SHELF - - - - - - - AF07 STRAIGHT GRAB BAR 42" 4 BRADLEY I B832001-42 ---- - - - - - -- - _ - _-- - AF08 STRAIGHT GRAB BAR 3611 � 4 ! BRADLEY 1 B832,0, 1- - - - -- -- - --- I - AF09 SANITARY NAPKIN DISPOSAL _ 4 JBRADLEY 4A10-1 I - - - - -- -- AF10 SINGLE HOOK -12 J BRADLEY 9114 - - - - - _ - - - -- - - -- - -- - - - AF10a DOUBLE HOOK �6 j BRACLEY 9124 - - - - - --- - -- AF11 MOP -BROOM HOLDER W/3 HOLDERS 24" W 1 " BRADLEY 9953BRADFJC _ _ -_ - --------- - -- -- -- - - AF12 SHELF 1 BOBRICK B-298 108 No. IieviSlor L'CSCri�;iC^ Data - --� - AF13 PASS -THROUGH SPECIMEN CABINET 1 FERGUSON BRADLEY AF15 STRAIGHT GRAB BAR 18" , 4 BRADLEY -I B832001-18 AF16 STRAIGHT GRAB BAR - 24" 4 BRPDL.EY FE6832001-24 --- - -- - - AF17 I TRASH CAN 5 TBD TBD r APPLIANCE SCHEDULE - -- KEY DESCRIPTION j Count MFR I MODEL COLOR COMMENT AP01 REFRIGERATOR - LOUNGE _ 1 KENMOR_E_ 46-51762_ _ _ _ 1 SIDE -BY -SIDE 25.5"W x 35.625"Dx_69"H_ AP01A MED REFRIGERATOR _ SINGLE 2 SUMMIT ; FF aR10MED ! 56.75"HX23 .63" WX23.5' J DOOR 1 t at m by: l� I ,.•n,,?cFe, _ 1 n ---- -- KENMORE 122-12332''�/ r- 3, "H AP03 UNDER -COUNTER, REFRIGI_R.ATOR I'i SUV!M!T FF6 iLOCI` `� t C'R FFSAI.'i� ^�i ,. - t✓, IR; ! H to 32' AP02 DISHWASHER 1 I 1 is �- ------ ---- -- 4--- -- - — -._ --------- --- - - --- bt e°- line AP04 MICROWAVE s g� AP05 COFFEE MACHINE ' - --- -- -- ,r? E `- KEYNOTES 905 NURSE CALL PULL STRING -- -- -- - - - - - PL.Ah, Original drawing i__ 24 x 36 scale Contents o drawing Shee. I.vur^':..r STRUCTURAL NOTES ELECTRONIC VERSIONS OF STRUCTURAL DRAWINGS ARE THE SOLE, COPYRIGHTED PROPERTY OF HEES & ASSOCIATES, INC. ELECTRONIC VERSIONS OF DRAWINGS ARE NOT TO BE USED OR TRANSFERRED WITHOUT THE_ EXPRESS, WRITTEN PERMISSION OF HEES & ASSOCIATES, INC. GENERAL NOTES• STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. DESIGN LOADS! THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2017 EDITION. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: ROOF: LIVE LOAD - 20 psf. (TOP CHORD) 10 psf. (NON -HABITABLE WITHOUT STORAGE) DEAD LOAD - 20 psf. (TOP CHORD) 10 psf. (BOTTOM CHORD) 5 psf. (AVAILABLE TO RESIST UPLIFT) WIND: Vult = 140 MPH, Vasd =108 MPH. EXPOSURE C, RISK CATEGORY II, INT. PRESS. COEFF. f0.18 THIS STRUCTURE IS DESIGNED AS AN ENCLOSED STRUCTURE. SEISMIC (FLORIDA): IN ACCORDANCE WITH CHAPTER 1 SECTION 101.2 OF THE 2017 FLORIDA BUILDING CODE, SEISMIC AND SNOW LOADS WERE NOT UTILIZED FOR THIS PROJECT: "CODE REQUIREMENTS THAT ADDRESS SNOW LOADS AND EARTHQUAKE LOADS ARE PERVASIVE; THEY ARE LEFT IN PLACE BUT SHALL NOT BE UTILIZED OR ENFORCED BECAUSE FLORIDA HAS NO SNOW LOAD OR EARTHQUAKE THREAT." SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE PROVIDED FOR ALL WORK AND WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENT'S ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND OWNER'S REP PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWING SUBMITTALS, IF NOT SUBMITTED ELECTRONICALLY, SHALL INCLUDE THREE SETS OF PRINTS. ONE SET OF PRINTS WILL BE RETAINED BY THE ENGINEER, ONE BY THE ARCHITECT, ONE BY THE LOCAL BUILDING DEPARTMENT (WHERE REQUIRED) AND THE CONTRACTOR SHALL MAKE PRINTS AS REQUIRED FOR DISTRIBUTION. IN ALL INSTANCES THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHALL BE SUBMITTED TO H&A WITH 10 BUSINESS DAYS AS A MINIMUM TIME TO BE REVIEWED (MAXIMUM SHEET OR PAGE COUNT OF 30). IN THE CASE OF A LARGE SUBMITTAL, OR MORE THAN 1 SUBMITTAL FOR THE SAME PROJECT, AN ADDITIONAL BUSINESS DAY SHALL BE REQUIRED FOR EVERY 5 PAGES/SHEETS OVER 30. THE TIME INDICATED ABOVE IS FOR H&A'S REVIEW ONLY; IN ORDER TO MEET PROJECT SCHEDULES, THE CONTRACTOR MUST INCLUDE ENOUGH TIME FOR DELIVERY, ARCHITECTURAL REVIEW, AND OWNER'S REVIEW. THERE SHALL BE NO DEVIATION FROM THESE STRUCTURAL CONSTRUCTION DOCUMENTS. IF THE CONTRACTOR OR PROVIDER OF THE SHOP DRAWINGS PROPOSE ANY CHANGES, THOSE CHANGES SHALL BE CLEARLY INDICATED, AND SIGNED AND SEALED DRAWINGS AND CALCULATIONS BY A REGISTERED FLORIDA PROFESSIONAL ENGINEER SUBMITTED. ANY CHANGES NOT APPROVED OR SUBMITTED WITHOUT THE PROPER DOCUMENTATION INDICATED PREVIOUSLY, WILL RESULT IN REVISIONS BY THE ENGINEER OR ARCHITECT -OF -RECORD. THE COST FOR SAID REVISIONS, INCLUDING ENGINEERING AND ARCHITECTURAL FEES SHALL BE BORNE BY THE CONTRACTOR. SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS: ALL SPECIALTY ENGINEERED PRODUCTS OR SYSTEMS REQUIRE SIGNED & SEALED CALCULATIONS AND FABRICATION AND ERECTION DRAWINGS PREPARED BY A DELEGATED ENGINEER. THIS INCLUDES BUT IS NOT LIMITED TO CARBON FIBER CONCRETE REINFORCING SYSTEMS, CANOPIES AND THEIR FOUNDATIONS, SPECIALTY PILE FOUNDATION SYSTEMS, PRE-ENGINEERED TRUSSES, ICF WALL SYSTEMS, ALL LIGHT GAUGE METAL STUD FRAMING SYSTEMS, ALUMINUM WALL SYSTEMS, GLAZED CURTAIN WALLS, PREFABRICATED STEEL STAIRS & RAILINGS, ARCHITECTURAL PRECAST CONCRETE ELEMENTS, STRUCTURAL PRECAST OR TILT -UP SYSTEMS, GLASS FIBER REINFORCED CONCRETE PANEL SYSTEMS, OPEN WEB STEEL JOISTS, STRUCTURAL STEEL CONNECTIONS REQUIRING ENGINEERING, TILT -WALL ERECTION DRAWINGS, GLULAM BEAMS, TECTUM PLANKS, PEMB, ETC. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND PLANS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION AND CONTROL OF THE DELEGATED ENGINEER. SHOP DRAWINGS AND CALCULATIONS REQUIRE THE IMPRESSED SEAL, DATE AND SIGNATURE OF THE DELEGATED ENGINEER. COMPUTER PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR PROPER EVALUATION. SUCH DESCRIPTIVE INFORMATION SHALL BEAR THE IMPRESSED SEAL AND SIGNATURE OF THE DELEGATED ENGINEER AS AN INDICATION THAT HE/SHE HAS ACCEPTED RESPONSIBILITY FOR THE RESULTS. SEPIAS DO NOT REQUIRE SIGNATURE AND SEAL. THE STRUCTURAL ENGINEER WILL RETAIN ONE SIGNED AND SEALED BLUELINE PRINT FOR RECORD. DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION AND INSTALLATION (SUCH AS REINFORCING STEEL SHOP DRAWINGS OR STRUCTURAL STEEL ERECTION DRAWINGS) AND REQUIRING NO ENGINEERING DO NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS LIMITED TO VERIFYING THE FOLLOWING: a) THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED. b) THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED BY THE DELEGATED ENGINEER. c) THAT THE DELEGATED ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AND HAS USED THE SPECIFIED STRUCTURAL CRITERIA. (NO DETAILED CHECK OF CALCULATIONS WILL BE MADE). d) THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS IS CONSISTENT WITH THE CONTRACT DOCUMENTS. (NO DETAILED CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE). SUBMITTALS NOT MEETING THE CRITERIA LISTED IN THIS SECTION WILL NOT BE REVIEWED. FOUNDATIONS: ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf ON COMPACTED FILL. BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE INVESTIGATION, AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY, WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEAR THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW BEFORE FOUNDATION CONSTRUCTION BEGINS. FORMWORK AND SHORING: NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO THIRDS OF THE 28 DAY DESIGN STRENGTH. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET THE REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND 301. PLUMBING SLEEVES* SLEEVE LOCATIONS AND SIZES MUST BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. MINIMUM SLEEVE SPACING SHALL BE THREE DIAMETERS CENTER TO CENTER OF THE LARGER SLEEVE OR 6" CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. SLEEVES OR GROUPS OF SLEEVES 16 INCH IN DIAMETER AND LARGER SHALL BE TREATED AS A SLAB OPENING AND REINFORCED PER TYPICAL OPENING REINFORCING DETAILS. EMBEDDED CONDUITS: LOCATIONS AND SIZES OF CONDUIT MUST BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. WITHIN SLABS, BEAMS OR WALLS, CONDUIT SHALL OCCUPY ONLY THE MIDDLE ONE THIRD OF THE MEMBER DEPTH OR THICKNESS. MAXIMUM CONDUIT O.D. FOR SINGLE CONDUITS OR SUM OF O.D.'S FOR MULTIPLE CONDUITS THAT CROSS SHALL BE NO LARGER THAN ONE THIRD THE SLAB DEPTH. PARALLEL CONDUITS SHALL BE SPACED WITH A MINIMUM OF 3 DIAMETERS CLEAR. CONDUITS SHALL BE A MINIMUM OF ONE DIAMETER AWAY FROM AND SHALL NOT INTERFERE WITH OR DISPLACE ANY REINFORCING. CONDUIT SHALL NOT BE TIED TO REINFORCING. CONDUITS SHALL NOT OCCUR WITHIN COLUMN ZONES OF SLABS AND OR TRANSFER GIRDERS. CONDUIT PLACEMENT SHALL NOT IMPAIR THE STRENGTH OF THE CONSTRUCTION AS JUDGED BY THE ENGINEER. REINFORCING STEEL: SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. WELDED WIRE FABRIC: TO CONFORM TO ASTM A-185, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. USE OF FLAT MANUFACTURED SHEETS IS RECOMMENDED. CONCRETE: SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: 3000psi FOR ALL CONCRETE CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1-D AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. CONSTRUCTION OR CONTROL JOINTS SHALL BE PROVIDED IN SLABS ON GRADE SO THAT THE MAXIMUM AREA OF THE SLAB BETWEEN JOINTS SHALL BE 225 SQUARE FEET, OR AS SHOWN ON THE PLANS. SAW CUT CONTROL JOINTS SHALL BE MADE AS SOON AS SLAB WILL SAFELY SUPPORT MEN AND EQUIPMENT AND THE SLAB WILL NOT BE DAMAGED BY EQUIPMENT, BUT NO LATER THAN 24 HOURS. ASPECT RATIO (LONGSIDE TO SHORTSIDE OF CONCRETE AREA) SHALL NOT EXCEED 1.5. NO EMBEDDED ANGLES OR OTHER FIXED METAL ITEMS SHALL EXTEND THROUGH JOINTS, UNLESS OTHERWISE NOTED. EMBEDDED ANGLES AND OTHER FIXED METAL ITEMS SHALL BE CONTINUOUS BETWEEN CONCRETE JOINTS, UNLESS OTHERWISE NOTED. ENGINEER SHALL APPROVE LOCATION OF ALL JOINTS NOT SHOWN ON DRAWINGS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. IF ACCEPTED, PEA ROCK PUMP MIX USE IS LIMITED TO VERTICAL ELEMENT POURS AND BEAM POURS LESS THAN 60 LINEAL FEET PER POUR. CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS PER CHAPTER 4 OF ACI 301. WATER/CEMENT RATIO FOR CONCRETE AT EXTERIOR BALCONIES OR CONCRETE EXPOSED TO WEATHER SHALL NOT EXCEED 0.40 BY WEIGHT. CONCRETE TESTING: AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS ON CAST IN PLACE CONCRETE: a)ASTM C143 "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." MAXIMUM SLUMP SHALL BE 4 TO 6 INCHES. b)ASTM C39 "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." A SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED PER DAY. REQUIRED CYLINDER(S) QUANTITIES AND TEST AGE AS FOLLOWS: 1 AT 7 DAYS 2 AT 28 DAYS ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE ENGINEER, IF REQUIRED. IF 28 DAY STRENGTH IS ACHIEVED, THE ADDITIONAL CYLINDER(s) MAY BE DISCARDED. PENETRATIONS: NO PENETRATIONS SHALL BE MADE IN ANY STRUCTURAL MEMBERS OTHER THAN THOSE LOCATED ON THE STRUCTURAL DRAWINGS WITHOUT PREVIOUS APPROVAL OF THE ENGINEER. CONTRACTOR SHOULD SUBMIT SLAB DRAWINGS INDICATING ANY CONCENTRATION OF PIPES, OPENINGS OR PENETRATIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS PRIOR TO CONCRETE POURS. WOOD: THE WOOD COMPONENTS SHALL BE IN ACCORDANCE WITH CHAPTER 23, WOOD, OF THE FBC 2017. AND STRUCTURAL WOOD COMPONENTS (BEAMS, JOISTS, RAFTERS, POSTS, ETC.) SHALL BE NO. 2 SOUTHERN PINE CONFORMING TO THE LATEST EDITION OF NDS. ALL WOOD TO WOOD CONNECTIONS SHALL EMPLOY METAL ANCHORS. NO TOE OR END NAILING SHALL BE PERMITTED, EXCEPT FOR TOP AND BOTTOM PLATES IN WALLS. (U.N.O. ON DRAWINGS.) STUDS OR JOISTS SHALL NOT BE CUT TO INSTALL PLUMBING OR WIRING UNLESS METAL OR WOOD SIDE PIECES ARE PROVIDED TO STRENGTHEN THE MEMBER. NAIL MULTIPLE PLY BEAMS WITH TWO ROWS 16d NAILS AT 12" O.C. TOP AND BOTTOM. BOLT 3 AND 4 PLY MICROLAMS WITH 2 ROWS 1/2-0 THRU-BOLTS AT 24" O.C. (STAGGERED AT 12" O.C.) SPLICES ARE NOT PERMITTED IN ANY PLY BETWEEN SUPPORTS. TIMBER FASTENING SHALL BE PER THE 2017 FBC. "FASTENING SCHEDULE" UNLESS NOTED AS GREATER ON DRAWINGS. ALL WOOD BEAMS TO BEAR ON MULTIPLE STUDS, SAME NUMBER OF STUDS AS NUMBER OF BEAM, PILES (2) MINIMUM, UNLESS GREATER NUMBER NOTED ON PLANS. PROVIDE ADDITIONAL FULL HEIGHT STUDS DOWN TO FOUNDATION, WITH SOLID BLOCKING AT FLOORS. MULTIPLE STUD POSTS WITH (2) OR MORE STUDS SHALL BE NAILED TOGETHER WITH EACH STUD NAILED TO THE ADJACENT STUD W/(2) ROWS 16d NAILS AT 12"o.c. STAGGERED AT 6"o.c. ALL WALL DOUBLE TOP PLATES, SHALL BE LAPPED AT CORNERS AND INTERSECTIONS AND FASTENED PER 2017 FBC FASTENING SCHEDULE. ALL DOUBLE PLATE END JOINTS SHALL BE OFFSET AT LEAST 24". DOUBLE PLATES TO BE FASTENED TOGETHER PER FASTENING SCHEDULE. PROVIDE SIMILAR CONNECTIONS AT TRIPLE PLATES. ALL NAILS SHALL BE COMMON NAILS U.N.O. ON DRAWINGS. AT INTERIOR WALLS, PROVIDE (2) JACK STUDS AND (1) FULL HEIGHT STUDS EA. SIDE OF OPENINGS U.N.O. ALL BEAM -TO -BEAM FLUSH CONNECTIONS SHALL BE MADE USING BEAM HANGERS. SPLICES ARE NOT PERMITTED IN RAFTERS, BEAMS OR POSTS EXCEPT AT SUPPORTS. ALL HEADERS FOR WOOD FRAMED WALLS ARE TO BE (2)2X10 #2 SOUTHERN PINE, U.N.O. WHERE DIRECT APPLIED CEILING DOES NOT OCCUR, PROVIDE 1 x4 CONTINUOUS BOTTOM FLANGE BRACING, WITH DIAGONAL KICKERS AT END SPACES, SPACED AS DIRECTED BY THE MANUFACTURER. NAILS NOTED IN SECTIONS, PLANS AND DETAILS ARE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. PNEUMATIC GUN NAILING IS ALLOWED WITH UNITS OF EQUIVALENT GAGE AND LENGTH AS COMMON WIRE NAIL OF SIZE NOTED. SPAN DIRECTION OF PLYWOOD SHEETS TO BE PERPENDICULAR TO FRAMING SPAN. THE GYPSUM BOARD PLASTER COMPONENTS SHALL BE IN ACCORDANCE WITH CHAPTER 25, GYPSUM BOARD AND PLASTER, OF THE FBC 2017. STRUCTURAL WOOD COMPONENTS (BEAMS, JOISTS, RAFTERS, ETC.) SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE FIBER STRESSES OF NO. 2 SOUTHERN PINE CONFORMING TO THE LATEST EDITION OF NDS, AS FOLLOWS: SHEAR Fv = 175 psi. BENDING 2X6 Fb = 1,000 psi. BENDING 2X8 Fb = 925 psi. BENDING 2X10 Fb = 800 psi. BENDING 2X12 Fb = 750 psi. MICROLAM OR PARALLAM TO HAVE Fb= 2,600 psi. MIN, E=1,900 ksi MIN. WOOD IN CONTACT WITH CONCRETE OR MASONRY, EXPOSED TO EXTERIOR, AND AT OTHER LOCATIONS AS SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AMERICAN WOOD - PRESERVERS' ASSOCIATION STANDARDS. MEMBER SIZES SHOWN ARE NOMINAL UNLESS NOTED OTHERWISE. ENGINEERED WOOD TRUSS SYSTEMS SHALL BE DESIGNED BY SUPPLIER'S SPECIALTY ENGINEER (TRUSS SYSTEM ENGINEER) TO CONFIGURATION AND LOAD CARRYING CAPACITY SHOWN ON DRAWINGS AND SPECIFICATIONS. ALTERNATE TRUSS LAYOUTS ARE ACCEPTABLE ONLY AS A CHANGE ORDER WHICH WILL INCLUDE ENGINEERING CHARGES FOR REDESIGN OF THE STRUCTURE BY THE ENGINEER OF RECORD. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTOR TYPES UTILIZED WITHIN TRUSSES, AS WELL AS CONNECTORS UTILIZED IN OTHER CONNECTIONS AND ATTACHMENTS BETWEEN TRUSSES OR COMPONENTS SUPPLIED AS PART OF THE ENGINEERED TRUSS SYSTEM. AN ERECTION DRAWING SHALL BE INCLUDED, IDENTIFYING TRUSS SYSTEM COMPONENTS, AS WELL AS PERMANENT BRACING REQUIRED FOR TRUSS DESIGN. SUPPLIER SHALL NOT USE GYPSUM BOARD AS A PERMANENT, TRUSS BRACING ELEMENT. ENGINEERED SHOP DRAWINGS SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER AS THE SPECIALTY ENGINEER. THE FOLLOWING LOAD DURATION FACTORS SHALL BE USED: DEAD LOAD 0.90 DEAD LOAD + FLOOR LIVE LOAD 1.00 DEAD LOAD + ROOF LIVE LOAD 1.25 DEAD LOAD + WIND LOAD 1.6 PLYWOOD FLOOR, WALL AND ROOF SHEATHING ARE DESIGNED AS DIAPHRAGMS AND SHALL COMPLY WITH APPLICABLE PROVISIONS OF CHAPTER 23 OF THE 2017 FLORIDA BUILDING CODE. UNLESS SHOWN OTHERWISE, SPAN RATED PANELS SHALL BE FASTENED TO NOMINAL 2X SOUTHERN PINE FRAMING SPACED UP TO 24" 0/C. IN ACCORDANCE WITH THE FOLLOWING: PANELS UP TO 5/8" THICK: 1Od NAILS AT 6" 0/C. EDGE, 12" 0/C. ELSEWHERE. PANELS UP TO 3/4" THICK: 12d NAILS AT 6" 0/C. EDGE, 12" 0/C. ELSEWHERE. WOOD FRAMING CONNECTORS: ALL CONNECTORS SHALL BE GALVANIZED [Z-MAX COATED] (AS AVAILABLE). CONNECTOR MODEL NUMBERS SHOWN ARE Strong tie CONNECTORS AS MANUFACTURED BY SIMPSON Strong Tie Co., 1450 DOOLITTLE DR., P.O. BOX 1568, SAN LEANDRO, CA 94577. SUBSTITUTIONS ARE ACCEPTABLE WITH THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. UNLESS SHOWN OTHERWISE, INSTALL SIZE AND NUMBER OF FASTENERS SHOWN IN LATEST SIMPSON CATALOG. MASONRY WALLS: MASONRY UNITS SHALL MEET ASTM C 90 FOR HOLLOW LOAD BEARING TYPE MASONRY WITH UNIT STRENGTH OF 1900 psi ON THE NET AREA (f m = 1500 psi). MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C 270. GROUT SHALL BE 2000 psi MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C 476. PROVIDE HOOKED DOWELS IN FOOTINGS FOR VERTICAL REINFORCING ABOVE. LAP SPLICES 48 BAR DIAMETERS. HOOK ALL VERTICAL BARS INTO TIE BEAM OR BOND BEAM AT THE TOP OF THE WALL. BLOCK CELLS SHALL BE GROUT FILLED WITH VERTICAL REINFORCING BARS AT CORNERS, INTERSECTIONS, EACH SIDE OF OPENINGS AND WALL CONTROL JOINTS AND AS SHOWN ON THE PLANS. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE ABOVE AND/OR BELOW, UNLESS NOTED OTHERWISE. USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE AND GROUT TO AREA REQUIRED. MASONRY SHALL BE LAID IN RUNNING BOND PATTERN UNLESS NOTED OTHERWISE. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR 0 WALL LADDER TYPE, OR ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. OVERLAP JOINT REINF. ® CORNERS. SUBMIT PROPOSED GROUT MIX DESIGN FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. GROUT SLUMP SHALL BE BETWEEN 8 AND 11 INCHES. USE OF SUPERPLASTICIZER IS PROHIBITED. CELLS TO BE GROUT FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL GROUT SPACE. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF CELLS TO BE GROUT FILLED IN EACH POUR IN EXCESS OF 5 FEET IN HEIGHT. ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. THE CLEANOUTS SHALL BE SEALED BEFORE GROUTING, AFTER INSPECTION. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. GROUT SHALL BE POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHALL BE CONSOLIDATED AT TIME OF PLACING BY VIBRATING AND RECONSOLIDATED LATER BY VIBRATING BEFORE PLASTICITY IS LOST. WHEN TOTAL GROUT POUR EXCEEDS 5 FEET IN HEIGHT, THE GROUT SHALL BE PLACED IN 4 FOOT LIFTS. MINIMUM CELL DIMENSION SHALL BE IN ACCORDANCE WITH TABLE 5 OF ACI 530.1 (3" X 3" FOR COARSE GROUT, 12 FT. MAXIMUM POUR HEIGHT). WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT LESS THAN 1-1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. WALL CONSTRUCTION JOINTS SHALL BE SPACED ® 24'-0" O.C. MAX. WITH TYP. VERT. REINF. AT EA. SIDE OF JOINT. HORIZONTAL JOINT REINF. SHALL TERMINATE 2" FROM EA. SIDE OF JOINT. BOND BEAM/TIE BEAM REINF. SHALL BE CONTINUOUS THROUGH WALL C.J. INTERIOR CMU WALLS SHALL HAVE SMOOTH SURFACE. SEE ARCH'L. FOR FINISHING REQUIRED. SEE ARCH'L SPECIFICATIONS FOR MASONRY VENEER REQUIREMENTS. LINTELS FOR MASONRY: OPENINGS NOT PROVIDED WITH CONCRETE BEAMS SHALL BE SPANNED WITH PRECAST CONCRETE LINTELS WITH A WIDTH TO MATCH WALL WIDTH AND WITH 2#5 REINF. BARS, MIN.. ALL PRECAST LINTELS SHALL BEAR A MINIMUM OF 8" AT EACH END. PRECASTER TO DESIGN PRECAST LINTELS FOR LOADS NOTED ON THIS SHEET. POST -INSTALLED ANCHORS - POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER -OF -RECORD PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE STRUCTURAL ENGINEER -OF -RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN FLORIDA. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT OR BETTER PERFORMANCE VALUES OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. CONCRETE ANCHORS: MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193. PRE -APPROVED MECHANICAL ANCHORS INCLUDE: 1. SIMPSON STRONG -TIE 'STRONG -BOLT' (ICC-ES ESR-1771) 2. SIMPSON STRONG -TIE 'TITEN-HD' (ICC-ES ESR-2713) ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL BE INSPECTED AS FOLLOWS. AT THE ONSET OF EACH APPLICATION, A MANUFACTURER'S REPRESENTATIVE MUST BE PRESENT TO WITNESS AT LEAST FIVE COMPLETE INSTALLATIONS. INSTALLERS MUST BE TRAINED BY THE MANUFACTURER EACH CERTIFIED INSTALLER WILL BE ISSUED A CERTIFICATION CARD TO VERIFY THEIR TRAINING AND SHALL BE REQUIRED TO CARRY THEIR CERTIFICATION CARD ON THEIR PERSON. CERTIFIED INSTALLERS SHALL PROVIDED WRITTEN DOCUMENTATION THAT ALL ANCHORS HAVE BEEN INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL ALSO HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC306. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: 1. SIMPSON STRONG -TIE 'SET-XP' (ICC-ES ESR-2508) 2. HILT] HIT -RE 500 V3 (ICC-ES ESR-2322) MASONRY ANCHORS: ANCHORAGE TO SOLID -GROUTED CONCRETE MASONRY. MECHANICAL AND CONCRETE SCREW ANCHORS FOR USE IN SOLID -GROUTED CONCRETE MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC01 OR AC106, RESPECTIVELY. PRE -APPROVED MECHANICAL AND CONCRETE SCREW ANCHORS INCLUDE: SIMPSON STRONG -TIE 'WEDGE -ALL; (ICC-ES ESR-1396) SIMPSON STRONG -TIE 'TITEN-HD' (ICC-ES ESR-1056) ADHESIVE ANCHORS FOR USE IN SOLID -GROUTED CONCRETE MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: SIMPSON STRONG -TIE 'SET' (ICC-ES ESR-1772) SIMPSON STRONG -TIE 'ACRYLIC -TIE' (ICC-ES ESR-1056) HILTI HIT HY70 (ICC-ES ER-5193) ANCHORAGE TO HOLLOW CONCRETE MASONRY/UNREINFORCED CLAY BRICK MASONRY SCREW ANCHORS FOR USE IN HOLLOW CONCRETE MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED IN ACCORDANCE WITH ICC-ES AC106. PRE -APPROVED SCREW ANCHORS INCLUDE: SIMPSON STRONG -TIE 'TITEN-HD' (ICC-ES ESR-1056) A B B R E V I A T 1 0 N S A.B. ANCHOR BOLT KSI A.F.F. ABOVE FINISHED FLOOR KSF AL. ALUMINUM # ALT. ALTERNATE LLH & AND LLV APPROX. APPROXIMATE MAX. APPVD. APPROVED MEZZ. ® AT MFR. AVG. AVERAGE MIN. BLDG BUILDING MISC. BOTT. BOTTOM NS C.L. CENTER LINE N.T.S. CL. OR CLR. CLEAR OR CLEARANCE # CONN. CONNECTION O.H CMU CONCRETE MASONRY UNIT O.C. CONST CONSTRUCTION P.A.F. CONT. CONTINUOUS PLF C.J. CONSTRUCTION OR CONTROL JOINT PCF CONC. CONCRETE PCI COL. COLUMN PSF CTR. CENTER PSI DIAG. DIAGONAL P.T. 0 OR DIAM. DIAMETER PROD. DIM. DIMENSION REV, DWG. DRAWING REF. DBA DEFORMED BAR ANCHOR REINF. E.E. EACH END REQ'D EA. EACH SIM. E.A. EACH FACE SCHED. E.J. EXPANSION JOINT SLH E.S. EACH SIDE SLV E.W. EACH WAY SPEC. ELEV. ELEVATION SQ. ELEC. ELECTRICAL SF EMBED. EMBEDMENT S.S. E.O.R. ENGINEER OF RECORD STD = OR EQ. EQUAL STIFF. EQUIP EQUIPMENT STL. EXIST. EXISTING STRUCT. EXP. EXPANSION SYM. EXT. EXTENDED SYP F.F. FINISHED FLOOR T.E. FLR. FLOOR THD. FT. FEET OR FOOT THK. F.S. FAR SIDE TRD. FTG. FOOTING T/WALL FOUND. FOUNDATION TEMP. F.V. FIELD VERIFY THRU Fy OR fy YIELD STRENGTH T.O.S. fc 28 DAY COMPRESSIVE STRENGTH TYP GA. GAUGE OR GAGE U.N.O. GALV. GALVANIZED W.C.J. GEN. GENERAL WT. HGT. HEIGHT W/° HORIZ. HORIZONTAL W IN. INCH OR INCHES I.J. ISOLATION JOINT WWF L E ITEM SYMBOL CONCRETE ;.; ~' 0 GROUT EARTH CONCRETE BLOCK (CMU) SECTION INDICATOR 1 DETAIL INDICATOR0�__4 COLUMN TYPE C1 FOOTING TYPE F2.0A TOP OF FOOTING ELEVATION 2 _0 r L=J G E N D ITEM KIPS PER SQUARE INCH KIPS PER SQUARE FOOT POUND LONG LEG HORIZONTAL LONG LEG VERTICAL MAXIMUM MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS NEAR SIDE NOT TO SCALE NUMBER OR REBAR SIZE OPPOSITE HAND ON CENTER POWDER ACTUATED FASTENER POUNDS PER LINEAR FOOT POUNDS PER CUBIC FOOT POUNDS PER CUBIC INCH POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POST TENSIONED PROJECTION REVISION REFERNCE REINFORCING REQUIRED SIMILAR SCHEDULE SHORT LEG HORIZONTAL SHORT LEG VERTICAL SPECIFICATION SQUARE SQUARE FEET STAINLESS STEEL STANDARD STIFFENER STEEL STRUCTURAL SYMMETRICAL SOUTHERN YELLOW PINE THICKENED EDGE THREAD THICK TREAD TOP OF WALL TEMPORARY THROUGH TOP OF STEEL TYPICAL UNLESS NOTED OTHERWISE WALL CONTROL JOINT WEIGHT WITHOUT WITH WELDED WIRE FABRIC SPOT ELEVATION TOP OF CONCRETE STEP IN FTG. OR GRADE BM. TO CLG. PLUMB. q BEAM SPLICE AND PLATE CENTERLINE NUMBER (PRECEDING) PLUS OR TENSION MINUS OR COMPRESSION POUNDS (FOLLOWING) STEP IN STRUCTURE OR DEPRESSED SLAB TOP OF STEEL ELEVATION ADHESIVE ANCHORS WITH SCREEN TUBES FOR USE IN HOLLOW CONCRETE MASONRY/UNREINFORCED CLAY BRICK MASONRY SHALL BE TESTED AND QUALIFIED IN ACCORDANCE WITH ICC-ES AC58 OR AC60, AS APPROPRIATE. THE APPROPRIATE SCREEN TUBE SHALL BE USED AS RECOMMENDED BY THE ADHESIVE MANUFACTURER. PRE -APPROVED ADHESIVE ANCHORS WITH SCREEN TUBES INCLUDE: SIMPSON STRONG -TIE 'SET' (ICC-ES ESR-1772) SIMPSON STRONG -TIE 'ACRYLIC -TIE' (ICC-ES ER-5791) SIMPSON STRONG -TIE 'E' (ICC-ES ER-4945) POWER -ACTUATED FASTENERS (PAF) SHALL BE BY SIMPSON STRONG -TIE (ICC-ES ESR-2138) OR ENGINEER -APPROVED EQUAL. GAS -ACTUATED FASTENERS (GAF) SHALL BE BY SIMPSON STRONG -TIE (ICC-ES ESR-2811) OR ENGINEER -APPROVED EQUAL. EXISTING STRUCTURE: INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM THE DRAWINGS THAT WERE: PREPARED FOR: JOHNSON MEDICAL & SURGICAL EYE CLINIC PREPARED BY: GORDON & ASSOCIATES ARCHITECTS. ENTITLED: JOHNSON MEDICAL & SURGICAL EYE CLINIC DATED: FEBRUARY 25, 1986 WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS. SYMBOL Ob +0'-0Ir 8" R #, NO. # -T R EL. +20'-8" +20'-0") TO THE BEST OF THE ENGINEER-OF-RECORD'S KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE 'VOSBr DEPICTED ON THESE DOCUMENTS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. C IE NOTE: DO NOT SCALE OFF OF THESE DRAWINGS. LAYOUT THE HEES &ASSOCIATES, . BUILDING USING ALL APPLICABLE CONTRACT DRAWINGS, E Fifth Street • Sarasota, Florida 3 INCC BUILDING DIMENSIONS AND THE LOCATION OF ALL STRUCTURAL ELEMENTS INCLUDING BUT NOT LIMITED TO Telephone: (941) 955-4555 • Fax: (941) 955-9333 SLAB EDGES, WALLS, COLUMNS, OPENINGS AND karl@heesassociates.com • www.heesassociates.com DEPRESSIONS SHALL BE COORDINATED WITH THE C.O.A. #27043 © 2018 - Hees & Associates, Inc. ARCHITECTURAL DRAWINGS PRIOR TO LAYOUT OF THE All rights reserved. BUILDING. RESOLVE ANY DISCREPANCIES. I BHA149 design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.com #AA0003393 All reproduction & intellectual property rights reserved 2017 Project DNaita Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: Professional Seal FLV7 -. FeC G 'b 201 Andrew J. Dohmen, AR # 10/24/2018 15805 9:43:07 AM No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: DEM Checked By: KFH Project Number. 18190 Sheet Tide GENERAL NOTES Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number NOTE 6-,,\ NOTE 5J NOTE 5J NOTE 4� FOUNDATION PLAN SCALE: 1/4"= 1'-0" NOTE 4� NOTE 4-1" TYP. C1 TYP NOTE 5,6 4 S-2.0 TYP. 4 S-2.0 NOTE 5 FOUNDATION PLAN NOTES: 1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS BEFORE COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT & ENGINEER. FOR ALL ADDITIONAL INFORMATION SEE ARCH'L DRAWINGS. 2. FOR DIMENSIONS NOT SHOWN, SEE OTHER STRUCTURAL DRAWINGS & VERIFY W/ ARCHITECTURAL DRAWINGS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT & ENGINEER. 3. SEE ARCHITECTURAL DRAWINGS FOR SLOPES, DROPS & DRAIN LOCATIONS IN FLOOR. 4. EXISTING 2'-0" WIDE x 10" THICK THICKENED SLAB, F.V. 5. SEE 1/S-201 FOR INFILL OF MASONRY WALL FOR NEW WINDOW. 6. NEW OPENING IN MASONRY WALL. EA SIDE OF NEW OPENING TO BE REINFORCED. SEE "WALL REINFORCEMENT OF EXISTING MASONRY" ON S-201. 7. CAREFULLY CHIP AWAY CONCRETE TO ALLOW FOR TRENCH IN EXISTING CONCRETE FOOTING. DO NOT CUT ANY EXISTING REBAR. REPLACE CONCRETE ONCE FINISHED TO MATCH EXISTING. C 1: #2 SYP 6x6 POST. 2x6 #2 SYP WOOD STUD WALL W/ STUDS 0 16" O.C. MAX. AT A MIN. PROVIDE GYPBOARD EA. SIDE OF STUD WALL W/ 5d COOLER NAILS 0 12" O.C. ALONG PANEL EDGES AND INTERMEDIATE MEMBERS, SEE ARCH'L FOR GYPBOARD REQ'S. (LOAD BEARING WALL ONLY, NOT A SHEARWALL) WIND: 2017 FLORIDA BUILDING CODE: SECTION 1609, SPEED: V(ult.)=140 MPH, V(asd)=108 mph EXPOSURE: C, RISK CAT. II COMPONENT AND CLADDING WIND PRESSURES (ALLOWABLE) POSITIVE PRESSURE(psf) NEGATIVE PRESSURE (psf) COMPONENT LOCATION Ae= Ae= Ae= Ae= Ae= Ae= Ae= Ae= (ZONES) 10SF 20SF 50SF 100SF 1OSF 20SF 50SF 100SF ELSEWHERE - ZONE 1 14.4 12.5 11.2 -25.1 -24.3 -23.5 -22.8 WITHIN 8ft. FROM HIPS & RIDGES -ZONE 2 14.4 12.5 11.2 -43.7 -40.2 -35.6 -32.1 fn o WITHIN 8ft. FROM CORNERS 14.4 12.5 11.2 -64.6 -60.3 -54.9 -50.7 o0 ZONE 3 AT OVERHANGS -ZONE 2 [27.4 -55.3 -55.3 -55.3 -55.3 AT OVERHANGS WITHIN 8ft -90.2 -81.2 -71.2 -62.3 FROM CORNERS -ZONE 3 ELSEWHERE -ZONE 4 26.3 24.5 23.4 -29.7 -28.6 -26.8 -25.7 JWITHIN 8ft. FROM CORNERS ZONE 5 26.3 24.5 23.4 -36.7 -34.4 -30.9 -28.6 NOTE: 1) Ae: EFFECTIVE AREA 2) PRESSURES HAVE BEEN FACTORED FOR THE IMPORTANCE FACTOR SHOWN ABOVE. 3) PRESSURES ARE FOR "ENCLOSED" CONDITION WITH INTERNAL PRESSURE COEFFECIENT OF t 0.18. 4) CALCULATED WITH Kd=0.85 9, VOSB CVE 18HA149 HEES ASSOCIATES, INC. 1381 Fifth Street • Sarasota, Florida 34236 Telephone: (941) 955-4555 • Fax: (941) 955-9333 karl@heesassociates.com • www.heesassociates.com C.O.A. #27043 © 2018 - Hees & Associates, Inc. All rights reserved. TO THE BEST OF THE ENGINEER-OF-RECORD'S KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE DOCUMENTS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. DO NOT SCALE OFF OF THESE DRAWINGS. LAYOUT THE BUILDING USING ALL APPLICABLE CONTRACT DRAWINGS, BUILDING DIMENSIONS AND THE LOCATION OF ALL STRUCTURAL ELEMENTS INCLUDING BUT NOT LIMITED TO SLAB EDGES, WALLS, COLUMNS, OPENINGS AND DEPRESSIONS SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS PRIOR TO LAYOUT OF THE BUILDING. RESOLVE ANY DISCREPENCIES. design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarc hitecture.com #AA0003393 All reproduction & intellectual property rights reserved 2017 Project D) Aa ita Medic,il group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: Professional Seal DEC 0 6 2018 Andrew J. Dohmen, AR # 10/24/2018 15805 9:43:07 AM No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: DEM Checked By: KFH Project Number: 18190 Sheet Title FOUNDATION PLAN Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number S-i 01 a? J N J NOTE �aa 2 TYP. lifi i NOTE 6, TYP. J N 7�j 7 TYP. NOTE :a g O �K J N NOTE 7 9 N r d a_ ROOF PLAN SCALE: 1 /4"= 1'-0" 6, TYP. NOTE 6, TYP. NOTE 5 NOTE 7 ROOF FRAMING PLAN NOTES: 1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS BEFORE COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT & ENGINEER. FOR ALL ADDITIONAL INFORMATION SEE ARCH'L DRAWINGS. 2. FOR DIMENSIONS NOT SHOWN, SEE OTHER STRUCTURAL DRAWINGS & VERIFY W/ ARCHITECTURAL DRAWINGS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT & ENGINEER. 3. SEE ARCHITECTURAL DRAWINGS FOR SLOPES, DROPS & DRAIN LOCATIONS IN FLOOR. 4. 1-5xV�"x%" EA SIDE OF OPENING. SEE 4/S-201. 5. AT GIRDER TRUSSES, USE (2) SIMPSON H8 AT EACH TRUSS. 6. (2) SIMPSON H2.5A EA TRUSS. 7. EXIST. GIRDER TRUSS. FIELD VERIFY. 18HA149 HEES ASSOCIATES, INC. 1381 Fifth Street • Sarasota, Florida 34236 Telephone: (941) 955-4555 • Fax: (941) 955-9333 karlC heesassociates.com • www.heesassociates.com C.O.A. #27043 ©2018 — Hees & Associates, Inc. All rights reserved. TO THE BEST OF THE ENGINEER—OF—RECORD'S KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE DOCUMENTS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. l 0 _. DO NOT SCALE OFF OF THESE DRAWINGS. LAYOUT THE BUILDING USING ALL APPLICABLE CONTRACT DRAWINGS, BUILDING DIMENSIONS AND THE LOCATION OF ALL STRUCTURAL ELEMENTS INCLUDING BUT NOT LIMITED TO SLAB EDGES, WALLS, COLUMNS, OPENINGS AND DEPRESSIONS SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS PRIOR TO LAYOUT OF THE BUILDING. RESOLVE ANY DISCREPENCIES. s design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 des ignstylesarchitecture.conn #AA0003393 All reproduction & intellectual property rights reserved 2017 Project D)Aaita Medical Croup Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: Professional Seal -IFG 0 6 2018 Andrew J. Dohmen, AR # 10/24/2018 15805 9:43:07 AM No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: DEM Checked By: KFH Project Number: 18190 Sheet Title ROOF PLAN Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number S-1 02 F� I ! I _ - 1111. - __ I I - - -1- - _. F .n, 1� 1 L -� --- - I , II f NEW WINDOW 7" K.O. BLOCK SILL. NEW MASONRY INFIL - 'tERT. REBAR O EA. END DRILL & EPDXY 5%" T. GROUT FILLED CELL. EXIST. MASONRY WALL. P 48 BAR DIA MIN. NEW #5 VERT. REBAR O EA. END I'I I�I OF INFILL & O 48" O.C. MAX U BETWEEN. DRILL & EPDXY An INTO EXIST. GROUT FILLED MASONRY BLOCK BELOW. HOOK GROUT FILLED SOLID INTO SILL, RY BLOCK. (F.V.) NOTE: F.V. EA SIDE OF OPENING GROUT FILLED WITH REINF. IF NO REINFORCEMENT IS PRESENT, SEE "WALL REINFORCEMENT OF EXISTING MASONRY" THIS SHEET MASONRY WALL I N FI LL D ETAI L -20 SCALE: Na"=1'-0" DRYWALL, SEE PLAN. 2x6 P.T. BOTT. PLATE, A W/ W0 HILTI HUS-EZ SCREW ANCHOR W/ 5" EMBED 0 24" O.C. MAX. EXIST FOOTING, ,,; TYP., F.V. I 8 NP• S-2.0 2X WOOD STUD WALL FRAMING, SEE PLAN. SIMPSON SPH6, TYP. W0 HILT] HUS-EZ SCREW ANCHOR W/ 5" EMBED 0 24" O.C. MAX. -1Il��IIIIIII II�itI1-�. IIIII IIII (—I SEE PLAN SLAB -ON -GRADE EXIST. 24" WIDE X 10" DEEP THICKENED SLAB, F.V. t-5-'N SECTION -20 SCALE: N4"=1'-0" EXIST CMU WALL, TYP., F.V. T.E. NOTE 3,5 T.E. 1. SEE GENERAL STRUCTURAL NOTES, SHEET S-001, FOR MATERIAL REQUIREMENTS. 2. FIELD VERIFY ALL DIMENSIONS. 3. 6" CONCRETE SLAB ON GRADE W/ (1) LAYER OF 14 BARS 0 18" O.C. MAX. EA WAY AT SLAB MID -DEPTH OVER VAPOR BARRIER ON PREPARED SUBGRADE. 4. SEE ARCH'L FOR CURB STOP REQUIREMENTS. 5. BEFORE REMOVAL OF EXISTING SLAB, F.V. SLAB IS NOT TIED INTO EXISTING WALLS. IF SLAB IS TIED INTO WALLS, DO NOT CUT AND NOTIFY ARCH AND E.O.R. FOR REDESIGN. T.E.: 8" WIDEx16" THK.x CONT. SEE 8/S-201. ADDITIONAL FRAMING NOT SHOWN FOR CLARITY NEW PARALLAM BEAM, SEE PLAN. SIMPSON ECCQ46SDS2.5 SIMPSON HTT4 W/ _-- V (18)16d x ZX ". DRILL P.T. WOOD POST, AND EPDXY %"0 ANCHOR SEE PLAN W/ 6" EMBED AND HILT! RE 500 V3 EPDXY EXIST 2'-0" WIDE x 10" THICK THICKENED SLAB, F.V. 2 SECTION -20 SCALE: -y4"=1'-0" EXISTING ROOF TRUSS" 024"0 /_`DAI1C EXIST. CONC. FTG. F.V. 2x6 DOUBLE TOP PLATE. 2x6 WOOD STUD WALL W/ STUDS 0 16" O.C. MAX. SEE PLAN. i2)SIMPSON H2.5A EACH TRUSS, TYP SIMSPON SPH6 TYP. EA. STUD. RYWALL, SEE ARCH. 6 SECTION -20 SCALE: -Y4"=1'-0" EXIST. MASONRY WALL, F.V. #4x 3'-0" 16" O.C. REINF. (SEE PLAN) (SEE PLAN) 1 #4 DISCONTINUOUS AT CONSTRUCTION & CONTROL JOINTS. (2) 15 CONT. (TOP & BOTTOM) 8w DUMPSTER ENCLOSURE SLAB 8 SECTION SCALE: )fi"=1'-O" -20 SCALE: -N4"=1'-0" ROOF FRAMING NOT DRILL AND EPDXY 6" MIN. INTO EXIST. SHOWN FOR CLARITY. CONC. TIE-BEAM/BOND BEAM (F.V) USE HILTI HY70 IF MASONRY BOND BEAM OR HILT] RE 500 V3 IF CONCRETE TIE BEAM. LAP 48 BAR 0 MIN. EXIST. MASONRY WALL. SAWCUT SLOT INTO FACE SHELL OF CMU WALL, PROVIDE NEW #5 VERTICAL BAR IN SLOT. GROUT SOLID ONCE ALL COMPONENTS INSTALLED. i—LAP 48 BAR 0 MIN. EXIST. SLAB -ON -GRADE DRILL AND EPDXY 6" MIN. INTO EXIST. CONC FOOTING. F.V. L EXIST. CONC. FTG. WALL REINFORCEMENT OF EXISTING MASONRY SCALE: Y"=1'-0" SAWCUT, TYP. SAWCUT, TYP. 1 1 /2" 1 1 /2" UNDERCUT VARIES, FIELD UNDERCUT MIN. TYP. LOCATE MIN. TYP. EXIST. SLAB a r EXIST. SLAB ORIGINAL SLAB — I=_ I_— I I' I 11 -4000 PSI CONCRETE MIN. DEPTH +3" i I I I I I III W/ W.W.F. JOINTS TO MATCH THOSE IN FLOOR & AT CORNERS & 0 15'-0" O.C. MAX. 7 SECTION -20 SCALE:-"=1'-O" #4x 3'-0" f 0 16" O.C. CON JOINT EXISTING MASONRY WALL OR CONC BEAM. GROUT FILL FIRST COURSE SOLID NEW L5x31¢"x%"(LLV) EA. SIDE OF OPENING. SLOT MORTAR OF EXISTING 8" CMU & INSERT ANGLE O EA SIDE OF OPENING. ATTACH EA END OF EACH ANGLE TO CMU WITH (2) Y4w0 TAPCONS W/ 1 " EMBED MIN. Y4"0 TAPCON W/ 1 " EMBED MIN. 0 4" O.C. 4 SECTION -20 SCALE: %0=1'-0" REINF. (SEE PLAN) V ,. (SEE PLAN) #4 DISCONTINUOUS AT CONSTRUCTION & CONTROL JOINTS. (2) #5 CONT. (TOP & BOTTOM) IF DIM "A", USE #4 010" O.C. HORIZ. INSTEAD OF (2)#5 CONT. REINF. TO BE DISCONTINUOUS 0 CONSTRUCTION & CONTROL JOINTS IN SLAB ON GRADE. TYP. THICKENED EDGE (TE) SCALE: -Y4"=1'-0" design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.com #AA0003393 All reproduction & intellectual property rights reserved 2017 Project D) ita Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: Professional Seal l f i F Andrew J. Dohmen, AR # 10/24/2018 15805 9:43:07 AM No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date VOSB CVE HEES & ASSOCIATES, INC. 1381 Fifth Street • Sarasota, Florida 34236 Telephone: (941) 955-4555 • Fax: (941) 955-9333 karl@heesassociates.com • www.heesassociates.com Drawn By: DEM Checked By: KFH C.O.A. #27043 02018 — Hees & Associates, Inc. All rights reserved. Project Number. 18190 TO THE BEST OF THE ENGINEER-OF-RECORD'S KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE DOCUMENTS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. NOTE: DO NOT SCALE OFF OF THESE DRAWINGS. LAYOUT THE BUILDING USING ALL APPLICABLE CONTRACT DRAWINGS, BUILDING DIMENSIONS AND THE LOCATION OF ALL STRUCTURAL ELEMENTS INCLUDING BUT NOT LIMITED TO SLAB EDGES, WALLS, COLUMNS, OPENINGS AND DEPRESSIONS SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS PRIOR TO LAYOUT OF THE BUILDING. RESOLVE ANY DISCREPENCIES. 18HA149 Sheet Title SECTIONS & DETAILS Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number Sr.201 I ! I' h 1 1111 11111 1 I -- I -- I- 1 -- a I 1111,1 11 111 1 I'1' 111 11111 l I 1 1 1 11MMIkIl "11 1 1 PLUMBING DEMOLITION NOTES 1. CONTRACTOR SHALL CAREFULLY REMOVE ALL EXISTING FIXTURES AND ASSOCIATED TRIM AND TURN OVER TO OWNER FOR FUTURE REUSE. ALL FIXTURES AND TRIM NOT DESIRED FOR FUTURE REUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACT. CONTRACTOR SHALL COORDINATE FINAL DISPOSITION OF FIXTURES AND TRIM WITH OWNER'S FIELD REPRESENTATIVE PRIOR TO START OF WORK. 2. ALL EXISTING UTILITY SIZES AND LOCATIONS INDICATED ARE TAKEN FROM THE BASE BUILDING CONSTRUCTION DOCUMENTS. THE CONTRACTOR IS TO FIELD VERIFY ALL EXISTING UTILITIES NOTED FOR REUSE OR CONNECTION TO PRIOR TO FABRICATION OR START OF CONSTRUCTION. 3. ALL EXISTING SANITARY, WASTE, AND VENT BRANCH PIPING NOT REQUIRED FOR REUSE IN THE RENOVATION IS TO BE REMOVED TO THE POINT OF CONNECTION TO EXISTING STACKS OR ACTIVE BRANCHES AND CAPPED OR PLUGGED ABOVE CEILING OR BELOW FLOOR. 4. ALL EXISTING DOMESTIC WATER BRANCH PIPING NOT REQUIRED FOR RE -USE IN THE RENOVATION IS TO BE REMOVED TO THE POINT OF CONNECTION TO EXISTING RISERS, MAINS OR ISOLATION VALVES AND CAPPED. DO NOT ABANDON DEAD END PIPE RUNS IN PLACE THAT ARE SUBJECT TO STAGNATION. 5. ALL PIPE, FITTINGS, INSULATION, SUPPORTS, ETC. REMOVED IN THE RENOVATION AREA ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF BY THIS CONTRACTOR. NO EXISTING PIPE OR MATERIALS ARE TO BE REMOVED AND REUSED ON THE RENOVATION. 6. IF ANY OF THE EXISTING UTILITIES NOTED FOR REUSE IN THE RENOVATION AREA ARE FOUND TO BE INADEQUATE DUE TO DIFFERENCE IN LOCATION OR SIZES INDICATED, THE CONTRACTOR SHALL SUBMIT A BRIEF DESCRIPTION OR SKETCH OF THE EXISTING INSTALLATION TO THE ARCHITECT FOR REVIEW. 7. COORDINATE THE LOCATION OF ALL EXISTING ACCESS PANELS WITH THE ARCHITECT FOR RELOCATION IN AREAS SCHEDULED FOR REPLACEMENT OF CEILINGS. 8. ANY DEFECTIVE PIPING OR OTHER PLUMBING RELATED EQUIPMENT OR MATERIALS DISCOVERED OR OBSERVED DURING DEMOLITION AND INSTALLATION OF NEW WORK, WHETHER DIRECTLY RELATED TO THE SCOPE SHOWN IN THESE DOCUMENTS OR NOT, SHALL BE REPORTED TO THE OWNER'S FIELD REPRESENTATIVE. PIPING ELEMENTS / VALVING PRESSURE REDUCING r PIPE RISING UP VALVE (PRV) GATE VALVE D PIPE DROPPING DOWN UNION - SCREWED OR FLANGED GLOBE VALVE ❑ PLUG VALVE FS ❑ FLOW SWITCH r� 1T TEMPERATURE TRANSMITTER BUTTERFLY VALVE ElPTiPs PRESSURE TRANSMITTER OR VALVE IN RISE OR DROP PRESSURE SWITCH BALL VALVE THTI THERMOMETER/TEMPERATURE SWING CHECK VALVE (� PUGA INDICATOR ] GAUGE WITH GAUGE COCK/ LIFT CHECK VALVE T PRESSURE INDICATOR GATE VALVE, ANGLE BACKFLOW PREVENTOR (REDUCED PRESSURE ZONE) GLOBE VALVE, ANGLE BACKFLOW PREVENTOR J f (DOUBLE CHECK VALVE ASSEMBLY) THREE WAY CONTROL VALVE SA * WATER HAMMER ARRESTER TWO WAY CONTROL VALVE CBV CIRCUIT SETTING s❑ ��7 BALANCING VALVE SOLENOID VALVE HB HOSE BIBB TP TEMPERATURE AND PRESSURE � RELIEF VALVE RD \o) �o - ROOF DRAIN RELIEF/SAFETY VALVE GAS COCK os (DC- OPEN SITE DRAIN FD FLOOR DRAIN GAS PRESSURE REGULATOR ADR AREA DRAIN STRAINER STRAINER WITH -ycoCO CLEANOUT BLOW OFF VALVE FLOOR CLEANOUT FLEXIBLE -CONNECTION --r7 WALL CLEAN OUT SPRINKLER HEAD WCO PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION Z z ! 7 - EXISTING PIPING TO BE REMOVED - - - - - - DOMESTIC COLD WATER PIPING (CW) - DOMESTIC HOT WATER PIPING (HW) - DOMESTIC HOT WATER CIRCULATION PIPING (HWC) -- CD - CONDENSATE PIPING (CD) ABOVE FLOOR CD - CONDENSATE PIPING (CD) BELOW FLOOR PD - PUMP DISCHARGE PIPING (PD) ABOVE FLOOR PD - PUMP DISCHARGE PIPING (PD) BELOW FLOOR SS - SANITARY SEWER PIPING (SS) ABOVE FLOOR SS - SANITARY SEWER PIPING (SS) BELOW FLOOR GW - GREASE WASTE PIPING (GW) ABOVE FLOOR GW - GREASE WASTE PIPING (GW) BELOW FLOOR --------- V--------- - SANITARY VENT PIPING (V) G - LOW PRESSURE GAS PIPING (G) MG - MEDIUM PRESSURE GAS PIPING (MG) - ----- SD -- - STORM DRAIN SD -STORM DRAIN BELOW FLOOR OSD -OVERFLOW STORM DRAIN Q - POINT OF DEMOLITION EXTENTS - POINT OF CONNECTION TO EXISTING 1 - ENLARGED PLAN REFERENCE: TOP -PLAN#, P-1 BOTTOM -DRAWING# SHOWN ON PLUMBING ABBREVIATIONS SYMBOL DESCRIPTION A/C - ABOVE CEILING AFF -ABOVE FINISH FLOOR AP - ACCESS PANEL BFF - BELOW FINISHED FLOOR CD - CONDENSATE DRAIN CFH - CUBIC FEET PER HOUR CO -CLEANOUT CONT - CONTINUATION CW - DOMESTIC COLD WATER DN - DOWN DWG - DRAWING (E) - EXISTING °F - DEGREE FAHRENHEIT FCO - FLOOR CLEANOUT FD - FLOOR DRAIN G -GAS GPM -GALLONS PER MINUTE HW - DOMESTIC HOT WATER HWC - DOMESTIC HOT WATER CIRCULATION IE - INVERT ELEVATION KW - KILOWATT LBS -POUNDS MG - MEDIUM PRESSURE GAS NTS - NOT TO SCALE OSD - OVERFLOW STORM DRAIN PD - PUMP DISCHARGE PSI - POUNDS PER SQUARE INCH PVC - POLYVINYL CHLORIDE PIPE RPBP - REDUCED PRESSURE BACKFLOW PREVENTER SD -STORM DRAIN SS - SANITARY SEWER SF - SQUARE FEET UNO - UNLESS NOTED OTHERWISE V -VENT VTR -VENT THRU ROOF WCO - WALL CLEANOUT PLUMBING GENERAL NOTES 1. DO NOT SCALE FROM THESE DRAWINGS. EXACT 16. ALL NON -DRAINAGE PIPING SHALL BE RUN LEVEL AND DIMENSIONS SHALL BE TAKEN FROM ARCHITECTURAL GENERALLY FREE OF TRAPS AND UNNECESSARY DRAWINGS. BENDS, ARRANGED TO CONFORM TO THE BUILDING REQUIREMENTS AND TO SUIT THE NECESSITIES OF 2. ALL INDICATED WORK SHALL BE PERFORMED BY THE CLEARANCES FOR OTHER MECHANICAL WORK. PLUMBING CONTRACTOR UNLESS OTHERWISE NOTED. PROVIDE VALVED DRAINAGE OUTLETS IN AREAS OF PIPING WHICH WOULD BE UNDRAINABLE DURING 3. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH MAINTENANCE OR REPAIRS. THE REQUIREMENTS OF ALL APPLICABLE CODES AND REGULATIONS INCLUDING BUT NOT LIMITED TO 17. ALL REQUIRED OFFSETS, RISES AND DROPS DUE TO NATIONAL, CITY, STATE AND LOCAL ORDINANCES POSSIBLE OBSTRUCTIONS OF PIPE RUNS ARE NOT WHICH MAY BE IN EFFECT. ALL PLUMBING MATERIALS, NECESSARILY SHOWN. PLUMBING CONTRACTOR INSTALLATION PROCEDURES AND SYSTEM LAYOUTS SHALL PROVIDE ALL REQUIRED OFFSETS NECESSARY SHALL BE APPROVED BY ALL APPLICABLE CODE FOR FINAL COORDINATION WITH OTHER TRADES AND ENFORCEMENT AUTHORITIES HAVING JURISDICTION, STRUCTURE. AND IT SHALL BE THE PLUMBING CONTRACTOR'S RESPONSIBILITY TO PAY FOR ALL NECESSARY 18. THROUGH PENETRATIONS OF FIRE RESISTANCE PERMITS AND APPROVALS FOR THIS INSTALLATION. RATED HORIZONTAL ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED THROUGH- 4. IT IS THE RESPONSIBILITY OF THE PLUMBING PENETRATION FIRESTOP SYSTEM INSTALLED AND CONTRACTOR TO REVIEW THESE PLANS AND TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479, SPECIFICATIONS, AS WELL AS THE RELATED HVAC, WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL FIRE PROTECTION, ELECTRICAL, STRUCTURAL, OF 0.01 INCH OF WATER (2.49 PA). THE SYSTEM SHALL ARCHITECTURAL, INTERIOR DECOR AND SITE HAVE AN F RATING/T RATING OF NOT LESS THAN 1 ENGINEERING DRAWINGS TO BECOME FAMILIAR WITH HOUR BUT NOT LESS THAN THE REQUIRED RATING OF THE FULL PROJECT SCOPE. IN ADDITION, THIS THE FLOOR PENETRATED. SEE ARCHITECTURAL CONTRACTOR MUST COORDINATE WITH AN OWNER DRAWINGS FOR RATED ASSEMBLY LOCATIONS, REPRESENTATIVE TO FULLY UNDERSTAND ALL RATINGS AND DETAILS. REQUIREMENTS WHICH MAY NOT BE SPECIFIED HEREIN AND WHICH THE OWNER MAY CONSIDER PART EXCEPTIONS: OF THIS CONTRACT. DURING THE COURSE OF A. FLOOR PENETRATIONS CONTAINED AND LOCATED CONSTRUCTION COORDINATION AND ACTUAL WITHIN THE CAVITY OF A WALL ABOVE THE FLOOR OR CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE BELOW THE FLOOR DO NOT REQUIRE A T RATING. PLUMBING CONTRACTOR TO WORK CLOSELY WITH ALL B. FLOOR PENETRATIONS BY FLOOR DRAINS, TUB ACCOMPANYING CONTRACTORS AND TRADESMEN IN DRAINS OR SHOWER DRAINS CONTAINED AND ORDER TO ENSURE A SMOOTH RUNNING AND LOCATED WITHIN THE CONCEALED SPACE OF A CAREFULLY COORDINATED INSTALLATION, HORIZONTAL ASSEMBLY DO NOT REQUIRE A T RATING. 5. ANY DISCREPANCIES OR INADEQUACIES WITHIN THESE BID DOCUMENTS OR BETWEEN THESE BID 19. FLUSH LEVERS FOR ACCESSIBLE WATER CLOSETS DOCUMENTS AND THE RELATED HVAC, FIRE SHALL BE LOCATED ON THE APPROACH SIDE (WIDE PROTECTION, ELECTRICAL, STRUCTURAL, SIDE OF ROOM) OF THE FIXTURE. ARCHITECTURAL, INTERIOR DECOR AND SITE ENGINEERING DRAWINGS, OR BETWEEN THESE BID 20. CLEANOUTS SHALL BE PROVIDED IN ACCORDANCE DOCUMENTS AND FIELD CONDITIONS MUST BE WITH LOCAL CODE REQUIREMENTS, INCLUDING AT THE BROUGHT TO THE ATTENTION OF THE OWNER, BASE OF ALL DRAINAGE STACKS. ARCHITECT AND ENGINEER PRIOR TO BID SUBMISSION. 21. ALL PLUMBING EQUIPMENT, INSULATION, PIPING, ETC. 6. THE PLUMBING CONTRACTOR MUST VISIT THE SITE INSTALLED IN HVAC RETURN AIR PLENUMS SHALL MEET AND NOTE ALL EXISTING CONDITIONS AS WELL AS CODE REQUIREMENTS FOR FLAME SPREAD AND CONDITIONS TO BE MET PRIOR TO BID SUBMISSION. SMOKE DEVELOPMENT RATINGS (FLAME 25 / SMOKE LACK OF A THOROUGH UNDERSTANDING OF THE 50), WHEN TESTED IN ACCORDANCE WITH ASTM E84 OR PROJECT SCOPE AND CONDITIONS SHALL NOT UL 273. CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS, 22 ALL PLUMBING EQUIPMENT REQUIRING ELECTRICAL NOR FOR A REQUEST FOR EXTRA COMPENSATION. POWER SHALL BE INSTALLED WITH DISCONNECT 7. IT IS CRITICAL THAT THE PLUMBING CONTRACTOR SWITCHES AT EACH PIECE OF EQUIPMENT. FIELD VERIFIES ALL EXISTING INVERT ELEVATIONS COORDINATE SWITCH TYPE (FUSED OR NON -FUSED) PRIOR TO BID SUBMISSION. IF ANY CONFLICTS EXIST WITH ELECTRICAL DRAWINGS. BETWEEN THE NEW PLUMBING SYSTEMS AND THE 23. ALL PLUMBING EQUIPMENT SHALL BE INSTALLED EXISTING SITE LEVEL SYSTEMS, THEY SHOULD BE ACCORDING TO MANUFACTURER'S REQUIREMENTS. BROUGHT TO THE ATTENTION OF AN OWNER'S MANUFACTURER RECOMMENDATIONS ARE DEEMED REPRESENTATIVE AND THE ENGINEER PRIOR TO BID REQUIREMENTS. SUBMISSION. EXTRA COMPENSATION WILL NOT BE GRANTED FOR ANY EXTRA WORK OR MATERIAL WHICH 24. WATER PIPING ROUTED ABOVE CEILINGS AND IN RESULTS FROM AN INABILITY TO MEET THE INVERTS EXTERIOR WALLS SHALL BE ROUTED ON HEATED SIDE OF THE EXISTING SITE LEVEL PIPING SYSTEMS. (UNDERSIDE) OF CEILING INSULATION AND HEATED SIDE (INSIDE) OF WALL INSULATION. DO NOT INSTALL 8. THE PLUMBING CONTRACTOR SHALL PROVIDE A PIPING IN LOCATIONS SUBJECT TO FREEZING COMPLETE SET OF RECORD "AS -BUILT" DRAWINGS CONDITIONS. INDICATING THE PRECISE LOCATION OF ALL SYSTEMS, EQUIPMENT CONCEALED OR EMBEDDED PIPING, PIPING CONNECTIONS AND ACCESS DOORS. THESE DRAWINGS SHALL ALSO INCLUDE ALL CHANGES AND DEVIATIONS FROM THE BID DOCUMENTS. 9. RUN ALL DOMESTIC WATER, WASTE, AND VENT PIPING AS HIGH AS POSSIBLE THROUGHOUT THE ENTIRE BUILDING. INSTALL LONG RUNS OF PIPING WITHIN STEEL JOIST SPACE AND OTHER PIPING TIGHT TO BOTTOM OF STEEL. COORDINATE AND VERIFY WITH OTHER CONTRACTORS AS NOT TO INTERFERE WITH DUCTWORK, FIRE PROTECTION PIPING, LIGHTING SYSTEMS, ETC. 10. ALL EXPOSED HORIZONTAL AND VERTICAL PIPING SHALL BE INSTALLED IN A NEAT ARRANGEMENT IN LOCATIONS WHICH ARE THE MOST INCONSPICUOUS. VERTICAL DROPS SHALL BE KEPT TO AN ABSOLUTE MINIMUM AND THEIR FINAL LOCATIONS SHALL BE COORDINATED AND RUN WITHIN CHASES, WALLS, SOFFITS WITH OTHER MECHANICAL/ ELECTRICAL FEEDS. ALL SUCH LOCATIONS ARE TO BE REVIEWED WITH AN OWNER REPRESENTATIVE AND ARCHITECT PRIOR TO INSTALLATION. 11. ALL DOMESTIC WATER BRANCH LINES SHALL HAVE THEIR OWN RESPECTIVE SHUT-OFF VALVES WHETHER OR NOT SHOWN ON THE DRAWINGS. 12. DOMESTIC WATER HEATER TEMPERATURE / PRESSURE RELIEF VALVES SHALL BE PIPED FULL SIZE TO THE NEAREST APPROVED FLOOR DRAIN. THIS REQUIREMENT SHALL BE APPLICABLE TO ALL DOMESTIC WATER HEATING STORAGE VESSELS. INSTANTANEOUS WATER HEATERS NOT STORING WATER SHALL NOT REQUIRE TEMPERATURE OR PRESSURE RELIEF VALVES. 13. THE PLUMBING CONTRACTOR SHALL RUN OUT ALL BUILDING DRAINAGE AND WASTE LINES WHERE SHOWN ON THE DRAWINGS AND MAKE ALL CONNECTIONS TO SITE LEVEL SYSTEMS. 14. ALL EXPOSED PIPING BELOW LAVATORY'S DESIGNATED AS HANDICAPPED SHALL BE TOTALLY INSULATED. 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designsfylesorchitecf re.co AA0003393 Project 3. MedicalN; i D ta Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis engineering €rlesi group, Ilc. 2601 cattleman rd., suite 501 sarasota, fl 34232 1 www.geneng.net coa#29304 project#18-189FL Professional Seal \CEN •• fly o. 55130 •; = yt ` _ STATIN` n v ��i �6�' �, • 11 i C � No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: RB Checked By: WA Project Number: 18190 Sheet Title PLUMBING LEGEND AND NOTES Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number Pool I II II. 11 - — I ■ nr iwy fill I I . In!I T r fen I mLL T I I I P I I f 1¶. 1. GENERAL CONDITIONS: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE - PLUMBING 2017, AND ALL OTHER APPLICABLE LOCAL AND STATE CODES. MEDICAL GAS SYSTEM WORK SHALL ALSO BE IN ACCORDANCE WITH NFPA 99 - HEALTH CARE FACILITIES CODE (2015 EDITION). MATERIALS: NEW, UNUSED, BEST OF THEIR RESPECTIVE KINDS AND FREE FROM DEFECTS AS INDICATED ON THE DRAWINGS, BASIS OF QUALITY SHALL BE LATEST STANDARDS OF ASTM, ASA, FEDERAL SPECIFICATIONS OR OTHER ACCEPTABLE STANDARDS. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. THIS CONTRACTOR SHALL PAY ALL FEES, GIVE ALL NOTICES, FILE ALL NECESSARY DRAWINGS AND OBTAIN ALL PERMITS AND CERTIFICATES OF APPROVAL REQUIRED IN CONNECTION WITH ALL WORK UNDER THIS CONTRACT. HE SHALL COMPLY WITH ALL NATIONAL AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS AND THE STATE ENERGY CODE. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING AND INSTALLATION OF ALL MATERIAL FOUR COPIES OF EACH SUBMITTAL ARE REQUIRED. THE CONTRACTOR SHALL VERIFY WITH THE ARCHITECT, THE PHASING PROCEDURE OF THE CONSTRUCTION WORK. THE INSTALLING CONTRACTOR FOR THE MEDICAL GAS SYSTEMS SHALL BE A STATE OF FLORIDA CERTIFIED MEDICAL GAS INSTALLER. CURRENT INSTALLER CERTIFICATION SHALL BE INCLUDED IN PROJECT SHOP DRAWING SUBMITTAL. 2. CUTTING AND PATCHING: THE CONTRACTOR SHALL DO ALL PATCHING AND CUTTING REQUIRED TO SATISFACTORILY PERFORM HIS WORK. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 3. DEMOLITION AND/OR REMOVALS: CONTRACTOR SHALL NOT DEMOLISH OR REMOVE FROM PREMISES ANY ITEMS WHICH ARE NOT SPECIFICALLY CALLED FOR BY THE SPECIFICATIONS AND PLUMBING DRAWINGS. SHOULD SUCH ITEMS BE DISCONNECTED, DEMOLISHED OR REMOVED, THE CONTRACTOR SHALL PROMPTLY AND PROPERLY REINSTATE SUCH ITEMS TO THE SATISFACTION OF THE OWNER. ANY DAMAGE CAUSED TO THE STRUCTURE AND/OR PROPERTY SHALL BE PROPERLY REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE AND TO THE COMPLETE SATISFACTION OF THE OWNER. 4. WORK INCLUDED: THESE SPECIFICATIONS AND THE ACCOMPANYING DRAWINGS ARE INTENDED TO SECURE THE PROVISION OF ALL MATERIALS AND LABOR NECESSARY FOR ALL PLUMBING WORK AS CALLED FOR HEREIN AND AS INDICATED ON THE DRAWINGS. SYSTEMS SHALL BE COMPLETE WITH ALL NECESSARY APPURTENANCES AND MINOR AUXILIARIES REQUIRED TO MAKE EACH SYSTEM COMPLETE IN EVERY RESPECT. ALL WORK DESCRIBED IN THE SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS OR VICE VERSA SHALL BE FURNISHED IN COMPLETE WORKING ORDER. THE FOLLOWING IS A GENERAL DESCRIPTION OF WORK TO BE PROVIDED AND INSTALLED BY THIS CONTRACTOR: NEW DOMESTIC HOT & COLD WATER DISTRIBUTION SYSTEM. NEW SANITARY WASTE AND VENT SYSTEM PIPING. NEW PLUMBING FIXTURES AND ALL ASSOCIATED TRIM. TESTS, ADJUSTMENTS, SHOP AND AS -BUILT DRAWINGS, PERMITS, CERTIFICATES AND APPROVALS. PIPE INSULATION ON ALL WATER AND DRAINAGE PIPING AS REQUIRED. HANGERS AND SUPPORTS. ROUGH CUTTING AND PATCHING ALL REQUIRED VALVES, CONTROLS AND VALVE ACCESS DOORS. 5. GENERAL CONSTRUCTION: UNDER NO CIRCUMSTANCES WILL THIS CONTRACTOR OR HIS WORKMEN BE PERMITTED TO USE ANY PART OF THE BUILDING AS A SHOP, EXCEPT PARTS DESIGNATED BY THE OWNER FOR SUCH PURPOSES STORE MATERIALS ONLY IN SPACES DESIGNATED BY OWNER. REMOVE RUBBISH FROM PREMISES AS OFTEN AS NECESSARY OR AS DIRECTED BY OWNER. BEFORE SUBMITTING A PROPOSAL, PROSPECTIVE BIDDERS SHALL VISIT AND CAREFULLY EXAMINE THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND WITH THE DIFFICULTIES ASSOCIATED WITH THE EXECUTION OF THIS WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE. FURNISH ADEQUATE LIABILITY INSURANCE AND BONDING AS REQUIRED. PREPARE AND FURNISH TO THE OWNER CAD GENERATED "AS -BUILT" PLANS FOR ALL WORK INSTALLED. ALL PARTS OF THE WORK SHALL BE TESTED AND ADJUSTED TO WORK PROPERLY AND BE LEFT IN PERFECT OPERATING CONDITION. CORRECT DEFECTS DISCLOSED BY THESE TESTS WITHOUT ANY ADDITIONAL COST TO=THE OWNER. PLUMBING SPECIFICATIONS 6. INSPECTIONS AND TESTS: THE OPERATION OF THE EQUIPMENT AND PIPING INSTALLATION DOES NOT CONSTITUTE AN ACCEPTANCE OF THE WORK BY THE OWNER. THE FINAL ACCEPTANCE IS TO BE MADE AFTER THE CONTRACTOR HAS ADJUSTED HIS SYSTEM AND DEMONSTRATED THAT IT FULFILLS THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS AND HAS FURNISHED REQUIRED CERTIFICATES. UPON COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL FURNISH CERTIFICATES OF APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION. HE SHALL DEMONSTRATE THAT ALL WORK IS COMPLETE AND IN PERFECT OPERATING ORDER AND THAT THE ENTIRE INSTALLATION IS FREE FROM ANY PHYSICAL DEFECTS. TEST ALL SYSTEMS IN FULL ACCORDANCE WITH LOCAL, STATE AND UTILITY COMPANY REQUIREMENTS. 7. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE FINAL DATE OF ACCEPTANCE IN WRITING. 8. PIPING, FITTINGS AND JOINTS: WATER DISTRIBUTION: ABOVE SLAB WATER PIPING SHALL BE TYPE L COPPER WITH LEAD-FREE SOLDERED JOINTS OR CPVC COPPER TUBE SIZE, SDR-11. CPVC PIPING SHALL BE AS MANUFACTURED BY LUBRIZOL AND SHALL BE EQUAL TO THE FLOWGUARD GOLD PIPING SYSTEM. FITTINGS SHALL BE MATCHING CPVC AND SHALL BE SOLVENT WELDED WITH PRIMER AND CPVC SPECIFIC CEMENT. PRESSURE TEST SYSTEM AT TWO TIMES SYSTEM OPERATING PRESSURE FOR A PERIOD OF 24 HOURS. SOIL, WASTE AND VENT PIPING SHALL BE SOLID WALL SCHEDULE 40 PVC/DWV (ASTM 2665) WASTE PIPING WITH CEMENT JOINTS, (ASTM D2564-96A) AND DWV PATTERN FITTINGS. 9. PIPE INSTALLATION: LOCATIONS AND SIZES OF EXISTING PIPING ON PLAN ARE APPROXIMATE. EXACT SIZES AND LOCATIONS FOR NEW CONNECTIONS TO ALL EXISTING PIPING SHALL BE VERIFIED BEFORE STARTING WORK. THE WORD 'PIPING' IN THIS SPECIFICATION REFERS TO ALL PIPE, FITTINGS, NIPPLES AND VALVES AND SHALL BE CONSIDERED AS SUCH IN THE INSTALLATION. ALL WATER PIPING SHALL BE RUN LEVEL AND GENERALLY FREE OF TRAPS AND UNNECESSARY BENDS, ARRANGED TO CONFORM TO THE BUILDING REQUIREMENTS AND TO SUIT THE NECESSITIES OF CLEARANCES FOR OTHER WORK. ALL HOT AND COLD WATER PIPING SHALL BE SEPARATED BY AT LEAST 6" (CENTER TO CENTER) AND INSTALLED SO THAT THE PIPES DO NOT COME IN CONTACT. WHERE THE PIPING IS PARALLEL, AMPLE SPACE SHALL BE PROVIDED BETWEEN PIPING FOR THE PROPER THICKNESS OF COVERING AND PROPER OPERATION OF VALVES. ALL PIPING SHALL HAVE REDUCING FITTINGS WHERE ANY CHANGE IN THE PIPE SIZES OCCUR. NO BUSHINGS WILL BE ALLOWED. NO VALVE STEM SHALL BE INSTALLED BELOW THE CENTERLINE OF THE PIPING IT SERVES. CONNECTIONS BETWEEN WATER PIPE, FITTINGS AND EQUIPMENT OF FERROUS AND NON-FERROUS METALS SHALL BE MADE WITH DI -ELECTRIC INSULATING COUPLINGS. BRAZED MEDICAL GAS PIPING SHALL BE CONTINUOUSLY PURGED WITH NITROGEN NF DURING INSTALLATION IN ACCORDANCE WITH NFPA 99. 10. HANGERS AND SUPPORTS: ALL PIPING SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE BY MEANS OF APPROVED HANGERS AND SUPPORTS. PIPING SHALL BE SUPPORTED TO MAINTAIN REQUIRED GRADING AND PITCHING OF LINES TO PREVENT VIBRATION AND SECURE PIPING IN PLACE AND SHALL BE SO ARRANGED AS TO PROVIDE FOR EXPANSION AND CONTRACTION. SUPPORT LOCATIONS AND HANGING METHODS MUST BE SHOWN ON SHOP DRAWINGS AND APPROVED BY ARCHITECT AND STRUCTURAL ENGINEER BEFORE STARTING WORK. THE SPACING OF HANGERS SHALL BE IN ACCORDANCE WITH PREVAILING CODES. MALLEABLE IRON BRACKETS OF APPROVED TYPE SHALL BE USED ALONG WALLS. ADDITIONAL HANGERS SHALL BE INSTALLED AT ALL FITTINGS. PIPING SHALL NOT BE HUNG FROM OTHER PIPING, DUCTWORK OR CONDUITS OF OTHER TRADES. HANGERS AND SUPPORTS SHALL BE AS FOLLOWS: BARE HORIZONTAL FERROUS AND NON-FERROUS PIPING SHALL BE HUNG WITH STEEL, ADJUSTABLE -TYPE CLEVIS HANGERS OR "GANGED" ON SUITABLE TRAPEZE -TYPE SUPPORTS. HANGERS IN CONTACT WITH COPPER SHALL BE COPPER -PLATED. INSERTS, ANCHORS, CLAMPS, ETC., FOR SECURING HANGERS SHALL BE MAINTAINED BY THIS CONTRACTOR IN THE PROPER LOCATIONS DURING ALL PHASES OF CONSTRUCTION. 11. EQUIPMENT CONNECTIONS: CONTRACTOR SHALL FURNISH ALL REQUIRED VALVES, FITTINGS, VACUUM BREAKERS, TRAPS, ETC., NECESSARY FOR THE COMPLETE HOOKUP TO PROVIDE PROPER OPERATION OF EACH PIECE OF EQUIPMENT. IN CONNECTING TO EQUIPMENT, MANUFACTURER'S RECOMMENDATIONS AS TO SIZE AND ARRANGEMENT OF CONNECTIONS SHALL BE FOLLOWED, BUT WITH SIZES SHOWN ON PLAN BEING FOLLOWED. 12. VALVES: DOMESTIC HOT AND COLD WATER SHUT-OFF VALVES SHALL BE BRASS QUARTER TURN BALL VALVES WITH INJECTION MOLDED BRASS THREAD TO CPVC SOLVENT WELD ADAPTERS AND SHALL BE FULL PORT. PROVIDE BRASS VALVE TAGS WITH SCHEDULE IDENTIFYING VALVE SERVICE AND LOCATION. 13. INSULATION: PROVIDE PREFORMED FIBERGLASS INSULATION ON ALL HOT, HOT WATER CIRCULATION AND COLD WATER PIPING (COLD WATER PIPING TO HAVE VAPOR BARRIER), VALVES, AND EQUIPMENT. ALL INSULATION, JACKETS, ADHESIVES, ETC., SHALL HAVE A FLAME SPREAD RATING NOT OVER 25 AND A SMOKE DEVELOPED RATING NOT OVER 50. INSULATION 'R' VALUES SHALL BE AS REQUIRED BY PREVAILING CODES AND ENERGY RELATED STANDARDS. PROVIDE ELASTOMERIC INSULATION ON ALL INTERIOR ROOF DRAIN BODIES, HORIZONTAL STORM WATER PIPING ABOVE SLAB AND CONDENSATE PIPING, ARMSTRONG AP OR EQUAL. FINISHES: EXPOSED PIPE INSULATION SHALL BE VINYL COATED WITH AN EMBOSSED LAMINATE VAPOR BARRIER JACKET. LAPS AND END STRIPS SHALL BE ADHERED WITH INSULCOUSTIC IC-225. CONCEALED PIPE INSULATION SHALL HAVE A WHITE VAPOR BARRIER JACKET SECURED WITH ALUMINUM BANDS. INSULATION SUPPORT (TO PREVENT COLLAPSE OF INSULATION) SHALL BE PROVIDED BETWEEN PIPING AND PIPE HANGING SHIELDS. RIGID POLYURETHANE FOAM OR NATURAL CORK INSERTS MAY BE USED FOR SUPPORT. ALL PIPE SUPPORT APPARATUS MUST BE MOUNTED ON THE OUTSIDE OF ALL INSULATION. INSUALTION FOR DOMESTIC WATER PIPING SHALL BE 1"THICKNESS FOR 2" AND SMALLER PIPING AND 1-1/2" THICKNESS FOR 2-1/2" AND LARGER PIPING. INSULATION FOR CONDENSATE PIPING SHALL BE 3/4" THICKNESS. PROVIDE PREFORMED INSULATION GUARDS ON ALL EXPOSED PLUMBING ELEMENTS UNDER ADA COMPLIANT LAVS AND SINKS AS REQUIRED BY ADA REQUIREMENTS, TRUEBRO OR EQUAL. 14. PIPING IDENTIFICATION : ALL PIPING SHALL BE IDENTIFIED WITH SEMI -RIGID PLASTIC PRESSURE -SENSITIVE IDENTIFICATION MARKERS (NOTE PRESSURE -SENSITIVE VINYL PIPE MARKERS WILL NOT BE ACCEPTED). DIRECTION OF FLOW ARROWS ARE TO BE INCLUDED ON EACH MARKER AND SHALL BE IN CONFORMANCE WITH "SCHEME FOR THE IDENTIFICATION OF PIPING SYSTEMS" (ANSI A13.1-1975). LOCATIONS FOR PIPE MARKERS TO BE AS FOLLOWS: 1. ADJACENT TO EACH VALVE AND FITTING (EXCEPT ON EQUIPMENT). `#_11111111:F_[y:1111 k1m:I_141 1 a 3. AT EACH PIPE PASSAGE THROUGH WALL AND CEILING CONSTRUCTION. 4. ON ALL HORIZONTAL PIPE RUNS - MARKED EVERY 20'. SETMARK PIPE MARKERS AND BRASS VALVE TAGS AS MANUFACTURED BY SETON NAME PLATE CORP. (OR APPROVED EQUAL). design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 d esignstylesarchitecture.com # AA0003393 •. ject MedicA Group 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis engineering' esis group, Ilc. 2601 cattleman rd., suite 501 sarasota,fl 34232 w .geneng.net coa#29304 project#18-189FL Professional Seal C E N '•. '� Q:�••'v S� 55130 4STATE OF �A. 0 �lllllll� No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: RB Checked By: WA Project Number: 18190 Sheet Title PLUMBING SPECIFICATIONS .� 4 Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number P002 MATCH LINE KEYED NOTES \ / EXISTING PLUMBING FIXTURE(S) TO BE DEMOLISHED, INCLUDING ALL RELATED FIXTURE PARTS AND ACCESSORIES IN THEIR ENTIRETY. DEMOLISH ALL FIXTURE VENT PIPING BACK TO MAIN BRANCH PIPING, SANITARY PIPING BACK TO SS MAIN AND ALL CW AN DHW PIPING IN ITS ENTIRETY. FIELD VERIFY EXACT DEMOLITION LIMIT EXTENTS FOR SANITARY DEMOLITION. 2 EXISTING ELECTRIC HOT WATER HEATER TO BE DEMOLISHED, INCLUDING ALL RELATED PARTS AND ACCESSORIES. REMOVE HW DISTRIBUTION SYSTEM IN ITS ENTIRETY. O DEMOLISH ALL EXISTING MEDICAL GAS DISTRIBUTION SYSTEMS IN THEIR ENTIRETY. INCLUDING ALL SHUT-OFF STATIONS, MONITORING AND ALARM STATION AND PIPING WITH RELATED FITTINGS AND VALVES. DISCONNECT EXISTING 2" IRRIGATION SUPPLY. CUT AND CAP AT INTERIOR FLOOR PENETRATION AND EXTERIOR ENTRY POINT. PROVIDE ROUGH -PATCH AT INTERIOR FLOOR PENETRATION, DISCONNECT AND REMOVE 2" BUILDING WATER SUPPLY AS INDICATED ON PLAN. REMOVED EXISTING CW DISTRIBUTION PIPING IN ITS ENTIRETY INCLUDING ALL RELATED PIPING, FITTINGS AND VALVES. O EXISTING HOSE BIB TO REMAIN. DISCONNECT FROM EXISTING 3/4'' CW PIPING ABOVE CEILING. C� EXISTING FIXTURE CW,HW ,SS AND SAN. VENT ROUGH -INS TO BE DEMOLISHED IN THEIR ENTIRETY. GENERAL NOTES 1. ALL EXISTING UNDER SLAB PIPING SHOWN IS SHOWN AS APPROXIMATE TO THE BEST AVAILABLE CURRENT DATA. THE PLUMBING CONTRACTOR SHALL FIELD VERIFY / CONFIRM EXACT LOCATION(S), SIZE AND INVERT ELEVATION PRIOR TO START OF FABRICATION OR INSTALLATION OF NEW WORK. EXISTING 6" SAN. EXISTING 2" BLDG. WATER SUPPLY FROM WATER METER/BACKFLOW PREVENTER ASSEMBLY AT STREET 0 design styles architecture 1708 E Columbus Drive Tampa, Florida 3360 p 813 241 6700 f 813 247 3757 desicgmstylesarchitecture.com #AA0003393 All reproduction & intellectual property rights reserved 2017 Project a E Medical GrOLIP Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis engineering eais group, Ilc. 2601 cattleman rd.. suite 501 G 1 sarasota, fl 34232 www.geneng.net coa#29304 prclec[#18-189FL Professional Seal ••�CEN••' s' * No. 55130 STATE O ������H Illlllrrr�� No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: RB Checked By: WA Project Number: 18190 Sheet Title PLUMBING DEMOLITION PLAN \\. Original drawing is 24 x 36 Do not \� scale contents of drawing PLUMBING DEMOLITION PLAN Sheet Number 1/4" = 11-011 PD1 00_ a If Id II II 6" SS. TO SAN. MANHOLE PROVIDE NEW TWO-WAY ECO AT SANITARY DISCHARGE COORDINATE INSTALLATION LOCATION. ,_. ,,..,__� d 3 i KEYED NOTES 2" VENT RISE, 2" SAN, DROP FROM SINK: EXTEND AND CONNECT TO NEW 2" VENT BRANCH OR LARGER ABOVE CEILING AND 3" OR LARGER SANITARY SEWER BRANCH. FIELD VERIFY EXACT CONNECTION POINTS. TYPICAL FOR SINKS S-1, S-2, S-3 AND S-4. 3" SAN. DROP TO UNDERSLAB FROM WATER CLOSET WC. EXTEND AND CONNECT TO NEAREST 4" SS OR LARGER; FIELD VERIFY EXACT CONNECTION POINT. U2" VENT RISE, 2" SAN. DROP FROM LAVATORY L-1. EXTEND AND CONNECT TO NEAREST2" VENT BRANCH AND 2" SS OR LARGER UNDERSLAB: FIELD VERIFY EXACT CONNECTION POINTS. 3" SAN. DROP FROM FLOOR DRAIN FD. EXTEND AND CONNECT TO NEAREST 4" SS OR LARGER BRANCH PIPE. FIELD VERIFY EXACT CONNECTION POINT. PROVIDE TRAP PRIMING DEVICE. 5 3" SAN. DROP, 1-1/2" VENT RISE FROM MOP SINK MS. 2" VENT RISE, 2" SAN. DROP FROM ELECTRIC WATER COOLER EWC. EXTEND AND CONNECT TO NEAREST 2" VENT BRANCH �\ PIPE AND 2" OR LARGER SS PIPE BELOW SLAB. FIELD VERIFY EXACT CONNECTION POINTS. (/ REMOVE EXISTING 3" VENT RISER TO V.T.R. PROVIDE NEW FLOOR CLEAN OUT AT EXISTING SANITARY FLOOR PENETRATION. CAP EXISTING V.T.R BELOW ROOF. 2" SAN. DROP FROM BOTTLE FILLER BF. design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylescrchitecture.com #AA0003393 All reproduction & intellectual property rights reserved 2017 Project L st" e N 0 LIP Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis `! engineering genesis group, Ilc. 2601 cattleman rd.. suite 501 sarasota.9 34232 www.genengnet cca#29304 orcect#18-189FL Professional Seal * No. 55130 * — ' STATE O O �lfllllll�� No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: RB Checked By: WA Project Number: 18190 Sheet Title PLUMBING NEW WORK PLAN - GRAVITY PLUMBING GRAVITY PLAN Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number 1/4" = 1'-011 --P 10 — If Id II II 6" SS. TO SAN. MANHOLE PROVIDE NEW TWO-WAY ECO AT SANITARY DISCHARGE COORDINATE INSTALLATION LOCATION. ,_. ,,..,__� d 3 i KEYED NOTES 2" VENT RISE, 2" SAN, DROP FROM SINK: EXTEND AND CONNECT TO NEW 2" VENT BRANCH OR LARGER ABOVE CEILING AND 3" OR LARGER SANITARY SEWER BRANCH. FIELD VERIFY EXACT CONNECTION POINTS. TYPICAL FOR SINKS S-1, S-2, S-3 AND S-4. 3" SAN. DROP TO UNDERSLAB FROM WATER CLOSET WC. EXTEND AND CONNECT TO NEAREST 4" SS OR LARGER; FIELD VERIFY EXACT CONNECTION POINT. U2" VENT RISE, 2" SAN. DROP FROM LAVATORY L-1. EXTEND AND CONNECT TO NEAREST2" VENT BRANCH AND 2" SS OR LARGER UNDERSLAB: FIELD VERIFY EXACT CONNECTION POINTS. 3" SAN. DROP FROM FLOOR DRAIN FD. EXTEND AND CONNECT TO NEAREST 4" SS OR LARGER BRANCH PIPE. FIELD VERIFY EXACT CONNECTION POINT. PROVIDE TRAP PRIMING DEVICE. 5 3" SAN. DROP, 1-1/2" VENT RISE FROM MOP SINK MS. 2" VENT RISE, 2" SAN. DROP FROM ELECTRIC WATER COOLER EWC. EXTEND AND CONNECT TO NEAREST 2" VENT BRANCH �\ PIPE AND 2" OR LARGER SS PIPE BELOW SLAB. FIELD VERIFY EXACT CONNECTION POINTS. (/ REMOVE EXISTING 3" VENT RISER TO V.T.R. PROVIDE NEW FLOOR CLEAN OUT AT EXISTING SANITARY FLOOR PENETRATION. CAP EXISTING V.T.R BELOW ROOF. 2" SAN. DROP FROM BOTTLE FILLER BF. design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylescrchitecture.com #AA0003393 All reproduction & intellectual property rights reserved 2017 Project L st" e N 0 LIP Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis `! engineering genesis group, Ilc. 2601 cattleman rd.. suite 501 sarasota.9 34232 www.genengnet cca#29304 orcect#18-189FL Professional Seal * No. 55130 * — ' STATE O O �lfllllll�� No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: RB Checked By: WA Project Number: 18190 Sheet Title PLUMBING NEW WORK PLAN - GRAVITY PLUMBING GRAVITY PLAN Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number 1/4" = 1'-011 --P 10 — R I STORAGE 124 TEAM WORK 126 CARE MGR. OFFICE It LAB i ADMIN. OFFICE i 107 R x 106 t ! TEAMMATE LOUNGE 127 .� .�e_. "�� 2" PIPE DROP T0� BELQW SLAB �I 0 5 si .... t s 3 � e EXIST. ELEC. ROOM STOR.- ' 134 COMM. F 135 133 I1� MA / CLINIC NURSE 118 —3i4" CW 113 t £ t 0Q \' If VENIPUNCTURE II n t 3 III a I 1041:: CW 1" HW $$ vma . a � � � ;� rem:wxsos,w «� mw.eawwammww _ wwwaww� a I _ e� vmSmmcm vaa wwnw A ; $ m I'I TEAMMATE TOILET (t r ul 2 1 W WORK 128 ` 105 LAB TOILET I III W 4 ;i § ... � a cs 2 L 1 x I I0 103 — i s lil III E �I g3 > HWR wm 3/4" HW 2 1 CW lu L Co WC 4 1" HWR J 1" HW 1" HW tl _11, CW 1:1 CW CHECK IN OUT MATE TOILET wi �I ul t \ 129 I HWC 1 11 ............. ... Z _ . n'� TAN -- J.C. / W.H. 3 1-114"CVO 130 g a \" a � 2" CW SUPPLY WAITING101 v BIOHZD. \� 132 t \ t V _ , 1 131 1 _ .o aN, -- a-�\ 10 2 IRRIGATION SUPPLY _ \\ EXISTING 2" BLDG. 11 EXISTING 2" IRRIGATION SYSTEM \ WATER SUPPLY El KEYED NOTES O EXTEND AND CONNECT 1/2" 110' HW, 1/2" CW FROM ABOVE CEILING DOWN TO SINK. TYPICAL FOR SINKS S-1,S-2,S-3 AND I S-4. O EXTEND AND CONNECT 1/2" 110' HW, 1/2" CW FROM ABOVE CEILING DOWN TO LAVATORY L-1. PROVIDE ASSE-1070 THERMOSTATIC MIXING VALVE UNDER SINK, LEONARD 270-LF OR EQUAL. UINTERCONNECT SINK S-3 CW SUPPLY TO DECK -MOUNTED EYEWASH EW. O1/2" 4 CW DROP FROM ABOVE CEILING, EXTEND AND CONNECT TO WC (WC-1). U RELOCATE EXISTING 2" BLDG. CW SUPPLY ABOVE CEILING. PROVIDE NEW SUPPLY SHUT-OFF VALVE, 1/2" CW DROP FROM ABOVE CEILING TO REFRIGERATOR ICE MAKER SUPPLY BOX IMB. EXTEND AND CONNECT TO ~' NEAREST EXISTING 1/2" CW SUPPLY. 7) 1/2" HW, 1/2" CW DROP FROM ABOVE CEILING DN. TO MOP SINK MS. 1/2" CW DROP FROM ABOVE CEILING, DN. TO ELECTRIC WATER COOLER EWC. U 3/4" CW DROP FROM ABOVE CEILING DN. TO EXISTING SUPPLY FOR EXTERIOR HOSE BIB. 10 2" CW SUPPLY DROP TO UNDER SLAB, EXTEND AND CONNECT TO EXTERIOR IRRIGATION SHUT-OFF AND BACK FLOW PREVENTER. 11 THE PLUMBING CONTRACTOR SHALL INSPECT EXISTING WATER SERVICE BACK FLOW PREVENTER TO VERIFY LEAKS AND ENSURE PROPER OPERATION. REPLACE IF REQUIRED. 12 1/2" CW DROP FROM ABOVE CEILING, DOWN WITHIN CHASE EXTEND AND CONNECT TO BOTTLE FILLER BF. design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 t 813 247 3751 designstylesarchitecture.com #AA0003393 All reproduction & intellectual property rights reserved 2017 Project D0_1 � M "� ILEA, M' i c, 1 Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis ' engineering genesis group, Ilc. 2601 cattleman rd.. suite 50' sarasota, +1 34232 w .geneng.net cca #29304 orc ut #18-189FL Professional Seal \0\\A11IIIIII//� G E /V * No.55130 •, STATE O No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: RB Checked By: WA Project Number: 18190 Sheet Title PLUMBING NEW WORK PLAN - PRESSURE Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number -PLUMBING PRESSURE PLAN 1 /4" = 1'-0" a ------ I ! I I I ■I1L Illy ' I l 111 1 11 1 1' 11 1 1 W I I I I I 111 II 11 11111 It 'll'lllvwwl' I 1 11 1 11 I 11 1 r1 I 1' CONNECT NEW CW SUPPLY TO EXISTING WALL HYDRAN \\ I EXIST. 2" IRRIGATION SYSTEM �11 AT EXTERIOR EXTEND AND CONNECT TO EXISTING IRRIGATION SUPPLY. EXIST. 2" BLDG. WATER SUPPLY RISER DIAGRAM - PRESSURE 0 1 708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.com #AA0003393 DziVita Medical Gm p 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: I - cgenesis engineering 18/ group, Ilc. 2601 cattleman rd., suite 501 sarasota, fl 34232 www.geneng.net coa #29304 project #18-189FL Professional Seal * No. 55130 STATE OF 40 1� /)IIIII\\ No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: RB Checked By: WA Project Number: 18190 Sheet Title PLUMBING RISER DIAGRAMS Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number P201 S-4 EXISTING V.T.R. �j PROVIDE NEW FLOOR CLEAN OUT TM_f AT END OF PIPE RUN; FIELD VERIFY I I EXTENT OF RUN. ll II N— EXTEND AND CONNECT I I TO EXIST. V.T.R. �. 3" V. 2"„ 11- --3"V. loll - Li i 1121' EXISTING 3" SS. I I � I I 12" RISER DIAGRAM - GRAVITY 1 SS.1 .CT TO SS. EXISTING V.T.R. k—EXTEND AND CONNECT I I TO EXIST. V.T.R. II II Il 2" -,2-1/2" 11 �i EXIST. ECO 2 j l ,� 2" I I )Jo ' I I S-2 � I 2" II i I I 2" i �� 2" �i� I I EXIST. 4" SS. 4" SAN. EXIST. 3" SS. 2" I I I I I I 112" I I I I I I I I I I II o L-1 FD 3" WC 5 ��CONNECT TO EXIST. SS. 2" NNECT TO EXIST. SS. design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarc hitecture.com #AA(X03393 All reproduction & intellectual property rights reserved 2017 Project L CA Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis Cgenesis engineering group, Ilc. ST. FCO 2601 cattleman rd., suite 501 sarasota, fl 34232 w .geneng.net coa#29304 project #18-1 89F L Professional Seal �CE/y•••• :• SF•: �; * ; No. 55130 TATE OF No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: RB Checked By: WA Project Number: 18190 Sheet Title PLUMBING RISER DIAGRAMS Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number P202 I r I 11 _ I I§11N 1 I fill I ' I I I I II I 1 II 11 I 1 LII I? f'' I IIII�!1���_�1111I�Ai! I" _ 1 _ till I 1 _11 1 _ I 1 II 1 11 1 I*If I_It', I 11 _ II' 1 III' I WI ELECTRIC WATER HEATER SCHEDULE MARK - EWH MANUFACTURER - AO SMITH SERVICE - DOMESTIC HW MODEL NUMBER - DRE-52-9 RECOVERY GPH 89 TEMP RISE OF 70 STORAGE GALLONS 50 ELEMENT CAPACITY KW 9 ELEMENT OPERATION - SIMULTANEOUS ELECTRICAL V / PH 2O811 LINING - GLASS DIMENSIONS IN. 59"TALL X 24"DIA NOTES - - PLUMBING FIXTURE SCHEDULE " REFER TODRAWINGS FOR SPECIFIC VENTING METHOD AND SIZES MARK FIXTURE DESCRIPTION MAKE AND MODEL PIPE SIZE (INCH) ACCESSORIES WASTE VENT C.W. H.W. WC-1 WATER CLOSET -TANK ADA COMPLIANT VITREOUS CHINA, TANK TYPE, FLOOR MOUNTED, ELONGATED BOWL, WHITE FINISH, WC/TANK: MANSFIELD ALTO 137-160 3 1/2" - PROVIDE WITH PROFLO PFTSCOF A2000WH SOLID PLASTIC SEAT WITH OPEN FRONT, LESS COVER, TYPE (ADA) 1.6 GPF, 12" ROUGH -IN. STAINLESS STEEL SELF-SUSTAINING CHECK HINGES. PROVIDE BRASS LOOSE -KEY ANGLE SUPPLY STOP WITH ANNEALED SUPPLY RISER, POLISHED CHROME FINISH, MCGUIRE OR EQUAL. LOCATE TANK FLUSH LEVER ON WIDE SIDE OF ROOM. L-1 LAVATORY (ADA) - ADA COMPLIANT VITREOUS CHINA WALL HUNG LAVATORY, 21-1/4" X 18-1/8", FRONT OVERFLOW, 4" LAVATORY - KOHLER K-2005-0 1 1/4 1/2 1/2 PROVIDE WITH OFFSET GRID DRAIN ASSEMBLY, 1-1/4" X 1-1/2" 17 GA P-TRAP WITH WASTE ARM AND WALL MOUNTED CENTERS, WHITE FINISH. PROVIDE WITH 4" CENTERSET CHROME PLATED BRASS FAUCET WITH 4" FAUCET - ZURN Z693XLCP4F @110°F WALL ESCUTCHEON, BRASS WHEEL HANDLE ANGLE STOPS WITH ANNEALED SUPPLIES, POLISHED WRISTBLADE HANDLES WITH RED/BLUE INDICATORS AND 5-3/8" GOOSENECK SPOUT, CARRIER: ZURN OR EQUAL CHROME FINISH, MCGUIRE OR EQUAL. PROVIDE PRE -MOLDED INSULATION KITS FOR ALL EXPOSED ANTIMICROBIAL 1.5 GPM LAMINAR FLOW OUTLET, POLISHED CHROME FINISH. PROVIDE WITH DRAINAGE AND SUPPLY PIPING AND TRIM BELOW LAV, TRUEBRO OR EQUAL. FLOOR MOUNTED CONCEALED ARM CARRIER FOR THE LAVATORY. S-1 SINK - (ADA) DROP IN TYPE 304 ST. STL. 18 GA. 27 3/16 x 17 SINGLE BOWL WITH LEAD FREE MANUAL FAUCET SINK -JUST SL-ADA-2133-A-GR 1 1/2 2 1/2 1/2 DRAIN SHALL BE JUST J-35 STAINLESS STEEL AND TAILPIECE ASSEMBLY WITH 1-1/2" SCH. 40 PVC TEAMMATE LOUNGE WITH SWING SPOUT, HOT/COLD INDEXES, LEVER HANDLES AND AERATOR. FAUCET: ZURN 28IJ1-HCT-ICT-XL ADJUSTABLE P-TRAP AND WASTE ASSEMBLY. PROVIDE PROFLO ADA COMPLIANT INSULATION KIT FOR WASTE AND HOLD/COLD WATER ASSEMBLIES, VANDAL RESISTANT. S-2 SINK - (ADA) DROP IN TYPE 304 ST. STL, 18 GA., SINGLE BOWL SINK, 10 1/2"x12-1/2"x6-9/16" DEEP, CENTERSET SINK: JUST SL-ADA-1815-A-GR 1 1/2 2 1/2 1/2 DRAIN SHALL BE JUST J-35 STAINLESS STEEL AND TAILPIECE ASSEMBLY WITH 1-1/2" SCH. 40 PVC EXAM ROOM CHROME PLATED BRASS FAUCET WITH PULL -DOWN SPRAY WITH SINGLE LEVER HANDLE, 1.5 GPM FAUCET:ZURN 281C4-XL-140-HCT-1-CT ADJUSTABLE P-TRAP AND WASTE ASSEMBLY. PROVIDE PROFLO ADA COMPLIANT INSULATION KIT AERATOR. FOR WASTE AND HOLD/COLD WATER ASSEMBLIES, VANDAL RESISTANT. S-3 SINK - WHITE UNDERMOUNT COUNTER TYPE 18 x 18 SINGLE BOWL WITH LEAD FREE MANUAL FAUCET LAVATORY - CORIAN-DUPONT 809 1 1/2 2 1/2 1/2 DRAIN SHALL BE JUST J-35 STAINLESS STEEL AND TAILPIECE ASSEMBLY WITH 1-1/2" SCH. 40 PVC LAB W/ EYEWASH WITH SWING SPOUT, HOT/COLD INDEXES, LEVER HANDLES AND AERATOR. PROVIDE FAUCET: ZURN Z83lC4-XL-140-HCT-lCT ADJUSTABLE P-TRAP AND WASTE ASSEMBLY. PROVIDE PROFLO ADA COMPLIANT INSULATION KIT DECK -MOUNTED EYEWASH UNIT W/ DOUBLE SPRAY HEAD, DUST COVER. EYEWASH: BRADLEY S19-270C FOR WASTE AND HOLD/COLD WATER ASSEMBLIES, VANDAL RESISTANT. S-4 SINK - LAB WHITE UNDERMOUNT COUNTER TYPE 18 x 18 SINGLE BOWL WITH LEAD FREE MANUAL FAUCET LAVATORY - CORIAN-DUPONT 809 1 1/2 2 1/2 1/2 DRAIN SHALL BE JUST J-35 STAINLESS STEEL AND TAILPIECE ASSEMBLY WITH 1-1/2" SCH. 40 PVC WITH SWING SPOUT, HOT/COLD INDEXES, LEVER HANDLES AND AERATOR. FAUCET: ZURN Z83lC4-XL-140-HCT-lCT ADJUSTABLE P-TRAP AND WASTE ASSEMBLY. PROVIDE PROFLO ADA COMPLIANT INSULATION KIT FOR WASTE AND HOLD/COLD WATER ASSEMBLIES, VANDAL RESISTANT. EWC ELECTRIC WATER BI-LEVEL WITH BOTTLE FILLER, 8.0 GPH, 1500 GALLON FILTER, FLEXIGUARD SAFETY ELKAY EZSTL8WSLK 1 1/4 1/2 - PROVIDE WITH 1-1/4" X 1-1/2" 17 GA P-TRAP WITH WASTE ARM AND WALL ESCUTCHEON, WHEEL COOLER - (ADA) - BI-LEVEL BUBBLER, 115V/1 PH HANDLE BRASS ANGLE STOPS WITH ANNEALED SUPPLIES, POLISHED CHROME FINISH, MCGUIRE OR EQUAL. BF WATER BOTTLE FILLER IN -WALL BOTTLE FILLING STATION FILTERED 8 GPH @ 50°. VISUAL FILTER MONITOR ELKAY LWZSM8K 1 1/4 1/2 - PROVIDE WITH 1-1/4" X 1-1/2" 17 GA P-TRAP WITH WASTE ARM, WHEEL HANDLE BRASS ANGLE LAMINAR FLOW SENSOR ACTIVATED. 115V/1 PH. WATER -SENTRY PLUS FILTER. STOPS WITH ANNEALED SUPPLIES, POLISHED CHROME FINISH, MCGUIRE OR EQUAL. FD FLOOR DRAIN ROUND ADJUSTABLE FLOOR DRAIN WITH POLISHED NICKEL BRONZE TOP; PROVIDE ZURN FR06NICSPXS-CC 3 - - - PROVIDE WITH ZURN ZN400-6B "TYPE B" LEVELING STRAINER, VANDAL PROOF AND 1/2" TRAP WITH TRAP PRIMING CONNECTION PRIMER CONNECTION MS MOP SINK FLOOR MOUNTED MOLDED STONE WITH STAINLESS STEEL CAP, 24"x24"x10" DEEP, DRAIN BODY SINK-ZURN 3 2 3/4 3/4 SHALL BE STAINLESS STEEL CAST INTEGRAL AND SHALL PROVIDE FOR A CAULKED LEAD Z1996-24-SD-BS-WG-HH-MH CONNECTION AND NOT LESS THAN 1" DEEP TO A 3" PIPE. FAUCET SHALL BE CAST BRASS WITH FAUCET - ZURN Z843M1-RC-XL PAI L HOOK, INTEGRAL STOPS, VACUUM BREAKER, HOSE -END SPOUT, WALL BRACE. PROVIDE WITH HOSE AND HOSE BRACKET AND WALL MOUNTED MOP HANGER. IMB ICE MAKER SUPPLY BOX HIGH IMPACT PLASTIC OR METAL ICE MAKER SUPPLY BOX WITH 1/4 TURN BALL VALVE, LOW OATEY - 1/2 - SUPPLY BOXES INSTALLED IN RATED WALLS SHALL BE FIRE RATED WITH LISTING EQUAL TO OR LEAD, INTEGRAL WATER HAMMER ARRESTOR, & BRAIDED STAINLESS STEEL SUPPLY HOSE GREATER THAN WALL ASSEMBLY RATING. CO CLEANOUTS GENERAL(ALL FLOOR CLEANOUTS): DURO-COATED CAST IRON CLEANOUT WITH FLOOR - ZURN - ZN-1405 SEE - - - MEMBRANE FLANGE WITH CADMIUM PLATED CAST IRON COUNTERSUNK PLUG. CARPETED FLOOR - ZURN - ZN-1405-4 PLANS CLEANOUT CAN BE ADJUSTED TO FINISH FLOOR LEVEL AFTER CONCRETE HAS SET. TILE FLOOR - ZURN - ZN-1405-4 EXTERIOR FLOOR - ZURN - ZN-1406 FLOOR: HEAVY DUTY ROUND SCORIATED NICKEL BRONZE TOP WALL - ZURN - 1445-4 PLUG - ZURN - Z-1440 CARPETED FLOOR: HEAVY DUTY ROUND NICKEL BRONZE TOP RECESSED FOR CARPET. TILE FLOOR: HEAVY DUTY ROUND NICKEL BRONZE TOP RECESSED FOR TILE. EXTERIOR: HEAVY DUTY ROUND SCORIATED NICKEL BRONZE TOP. PROVIDE WITH 18" X 4" THICK CONCRETE COLLAR, SEE DETAIL. WALL: CAST IRON CLEANOUT TEE, CADMIUM PLATED CAST IRON COUNTERSUNK PLUG, SMOOTH SQUARE NICKEL BRONZE WALL ACCESS COVER AND FRAME. PLUG : DURA-COATED CAST IRON FERRULE AND CADMIUM PLATED CAST IRON COUNTERSUNK PLUG. I design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 desiegnsfytesarchitecture.com #AA0003393 All reproduction & intellectual property rights reserved 2017 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis engineering (Lgenesi group, Ilc. 2601 cattleman rd., suite 501 sarasota, fl 34232 www.geneng.net cca#29304 project#18-189FL Professional Seal xwI I I I ///// �gD Al .......... �CENS • * No. 55130 STATE OF No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: RB Checked By: WA Project Number: 18190 Sheet Title PLUMBING SCHEDULES Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number P301 1 FIIi111LFFTIR P I I I IIP 1 1 t 11 1 IV ,IN, 1 I FI Ili l+l IAr�IIN" 7�'� '�'lll'1�11"I l 1 I! 1 I I' ! I I�IIIYi11TVI 1 ---11 41I 11 11111 1 PIPE HANGER SCHEDULE TYPE OF PIPE SIZE OF PIPE HANGER SPACING STEEL THREADED PIPIE 3/4" SIZE & SMALLER 10 FT. INTERVALS 1" SIZE & LARGER 12 FT. INTERVALS COPPER TUBE 1-1/4" SIZE & SMALLER 6 FT. INTERVALS 1-1/2" SIZE & LARGER 10 FT. INTERVALS PLASTIC PIPE ALL SIZES 4 FT. INTERVALS PROVIDE SUPPORTS AT END OF ALL BRANCHES AND AT ALL CHANGES OF DIRCTION & ELEVATION CAST IRON PIPE ALL SIZES MINIMUM OF 1 HANGER PER PIPE LENGTH LOCATED WITHIN 18" OF EACH JOINT (UP TO 10 FT. MAXIMUM), AT CHANGES IN DIRECTION AND AT BRANCH CONNECTIONS. ALL THREAD ROD NUT (TOP & BOTTOM) WASHER (TOP & BOTTOM) HANGER J LATION 'E --=—� �-- INSULATION PROTECTIVE SHEETMETAL SHIELD TYPICAL CLEVIS HANGER DETAIL SECURED RIM & SCORIATED COVER FINISHED —FLOOR INSIDE CAUL CONNECTION SHOWN WITH JOINT GASKET NO SCALE CLEANOUT WITH ADJUSTABLE COLLAR ,— ADJUSTABLE COLLAR 120°F HOT WATER OUTLET UNION, TYP. ASME TEMPERATURE & PRESSURE RELIEF VALVE 3/4" COPPER PIPE TO DRAIN PAN 2" HIGH GALVANIZED STEEL DRAIN PAN WITH 1" DRAIN. PIPE DRAIN TO FLOOR DRAIN W/ AIR GAP DRAIN VALVE MIN. 4"HIGH CONCRETE HOUSEKEEPING PAD — SECURED RIM CLEANOUT WITH ADJUSTABLE COLLAR SCORIATED COVER FINISHE LOOR - ADJUSTABLE COLLAR INSIDE CAUL GASKET CONNECTION CLEANOUT SHOWN WITH PLUG JOINT GASKET BALANCE OF PIPING SAME AS CLEANOUT TO GRADE FLOOR CLEANOUT DETAIL NOT TO SCALE VACUUM RELIEF VALVE I— - {/— - - CW 2" T--------- ----- ---------------- -----120°HW—► z� 1-1/2" r--- �- --120°HWC — - -- ---120°HWC—1„ I I 1-1/2" 3/4" 1-1/4" - UNION, TYP. PROGRAMMABLE TIMER STRAINER, TYP. CHECK VALVE, — i TYP. - — TEMPERATURE GAUGE —` PRESSURE I I GAUGE, TYP. -- j AQUASTAT BALL VALVE, TYP. EXPANSION TANK: AMTROL ST-5C 2.1 GALLONS, 3/4" CONNECTION. HWC-1: 2" TACO 2410 5 GPM @ 14 FT HEAD, WATER 1/10 HP, 120V. PUMP SHALL HEATER BE LEAD FREE BRONZE CONSTRUCTION. ELECTRIC WATER HEATER W/ MIXING VALVE DETAIL NO SCALE EXTERIOR GRADE CLEANOUT FLUSH W/ GRADE 18" x 18" CONCRETE SLAB FLUSH W/ GRADE 6 :��\ °.ono ° o 3 ] O � 4" FOR SEWER SIZES UP TO cn Z TO 6"; 6" FOR SEWER GASKET LU g SIZES 8" AND LARGER a CLEANOUT > w PLUGI _ SEE PLANS FOR SEWER SIZES BALANCE OF PIPING_ FLOW SAME AS CLEANOUT TO GRADE EXTERIOR GRADE CLEANOUT DETAIL FLOOR CLEANOUT DETAIL, NOT TO SCALE NOT TO SCALE ACCESS DOOF W/KEY LOCK MAY EXTEND AS A CLEAN �� WASTE OR VENT -OUT PLUGGED TEE W/CLEANOUT 2 LINE WALL CLEANOUT DETAIL NOT TO SCALE 0 design styles architecture 1708 E Columbus [give Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesorchitecture.com #AA(3393 All reproduction & intellectual property rights reserved 2017 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis engineering (genesis group, Ilc. 2601 cattleman rd., suite 501 sarasota,fl 34232 www.geneng.net coa#29304 project#18-189FL Professional Seal \\���111111111/�� �� ; •'� C ENS'• * No,,55130 *STATE OF IIII11O�\\ No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: RB Checked By: WA Project Number: 18190 Sheet Title PLUMBING DETAILS Original drawing is 24 x 36 Do not scale contents of drawing 5^fit Sheet Number I. ' 11 I I. I I I I I I I I I 'FJ1 I I I 1 11,11111 01111 r I1111 111 1 111 1 111. I I I! 11 I I i1 I 1! I I I I I I ! I I 1 1�11q�1111111 f�W hip, I I t11111'I I l' I f I I I 1111 n SECTION A -A SYSTEM NO.W-L-2003 F RATINGS - 1 AND 2 HR (SEE ITEM 3) T RATINGS - 1 AND 2 HR (SEE ITEM 3) L RATING AT AMBIENT - 7 CFM/SQ FT (SEE ITEM 3B) L RATING AT 400 F - LESS THAN 1 CFM/SQ FT (SEE ITEM 3B) 1. WALL ASSEMBLY— THE 1 OR 2 HR FIRE -RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300, U400 OR V400 SERIES WALL OR PARTITION DESIGN 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. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC WITH NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. (92 MM) WIDE BY 1-3/8 IN. (35 MM) DEEP CHANNELS SPACED MAX 24 IN. (610 MM) OC. B. GYPSUM BOARD* — 5/8 IN. (16 MM) THICK, 4 FT (122 CM) 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, U400 OR V400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 3-1/8 IN. (79 MM). 2. THROUGH PENETRANTS — ONE NONMETALLIC PIPE OR CONDUIT TO BE CENTERED IN THE THROUGH OPENING. THE ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND PERIPHERY OF OPENING SHALL BE MIN 1/4 IN. (6 MM) AND MAX 3/8 IN. (10 MM). PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR -CEILING ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR CONDUITS MAY BE USED: A. POLYVINYL CHLORIDE (PVC) PIPE — NOM 2 IN. (51 MM) DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM. B. RIGID NONMETALLIC CONDUIT++— NOM 2 IN. (51 MM) DIAM (OR SMALLER)(SCHEDULE 40 OR 80) PVC CONDUIT INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NFPA NO. 70). C. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE — NOM 2 IN. (51 MM) DIAM (OR SMALLER) SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. D. CELLULAR CORE POLYVINYL CHLORIDE (CCPVC) PIPE — NOM 2 IN. (51 MM) DIAM (OR SMALLER) SCHEDULE 40 CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM. E. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE — NOM 2 IN. (51 MM) DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. F. CELLULAR CORE ACRYLONITRILE BUTADIENE STYRENE (CCABS) PIPE — NOM 2 IN. (51 MM) DIAM (OR SMALLER) SCHEDULE 40 CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. 3. FIRESTOP SYSTEM— INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F AND T RATINGS FOR THE FIRESTOP SYSTEM ARE EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS. A. FILL, VOID OR CAVITY MATERIALS* —WRAP STRIP — NOM 1/4 IN. (6 MM) THICK INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2 IN. (51 MM) WIDE STRIPS. NOM 2 IN. (51 MM) WIDE STRIP TIGHTLY WRAPPED AROUND NONMETALLIC PIPE (FOIL SIDE OUT) WITH SEAM BUTTED. WRAP STRIP LAYER SECURELY BOUND WITH STEEL WIRE OR ALUMINUM FOIL TAPE AND SLID INTO ANNULAR SPACE APPROX 1-1/4 IN. (32 MM) SUCH THAT APPROX 3/4 IN. (19 MM) OF THE WRAP STRIP PROTRUDES FROM THE WALL SURFACE. 3M COMPANY — FS-195+ B. FILL, VOID OR CAVITY MATERIALS* —CAULK, SEALANT OR PUTTY— MIN 5/8 1 N. (16 MM) THICKNESS OF CAULK OR PUTTY APPLIED INTO ANNULAR SPACE BETWEEN WRAP STRIP AND PERIPHERY OF OPENING. A NOM 1/4 IN. (6 MM) DIAM BEAD OF CAULK OR PUTTY TO BE APPLIED TO THE WRAP STRIP/WALL INTERFACE AND TO THE EXPOSED EDGE OF THE WRAP STRIP LAYERS APPROX 3/4 IN. (19 MM) FROM THE WALL SURFACE. 3M COMPANY — CP 25WB+ CAULK OR MP+ STIX PUTTY, IC 15WB+ CAULK, FIREDAM 150+ CAULK OR FB-3000 WT SEALANT. (NOTE: L RATINGS APPLY ONLY WHEN TYPE CP 25WB+ CAULK OR FB-3000 WT SEALANT IS USED. CP 25WB+ AND FIREDAM 150+ NOT SUITABLE FOR USE WITH CPVC PIPES.) C. FOIL TAPE— (NOT SHOWN)— NOM 4 IN. (102 MM) WIDE, 3 MIL THICK ALUMINUM TAPE WRAPPED AROUND PIPE PRIOR TO THE INSTALLATION OF THE WRAP STRIP (ITEM 3A). MIN OF ONE WRAP, FLUSH WITH BOTH SIDES OF WALL AND PROCEEDING OUTWARD. TAPE IS NOT REQUIRED FOR PIPES SHOWN IN ITEMS 2A, 2B AND 2C. *BEARING THE UL CLASSIFICATION MARK NON-METTALIC PIPING THRU GYPSUM WALLBOARD NOTE: DO NOT USE CP25WB OR FIREDAM 150 MATERIALS WITH CPVC PIPE. NON-METALLIC PIPE PENETRATION DETAIL (2" AND SMALLER NOT TO SCALE --=A �1 SECTION A -A SYSTEM NO.W-L-2162 F RATINGS - 1, 2 AND 3 HR (SEE ITEM 1) T RATINGS - 1, 2 AND 3 HR (SEE ITEM 1) 1. WALL ASSEMBLY— THE 1, 2 OR 3 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300, U400 OR V400 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. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC. STEEL STUDS TO BE MIN 3-1/2 IN. (89 MM) WIDE SPACED MAX 24 IN. (610 MM) OC. WHEN WOOD STUDS ARE USED, THE ASSEMBLY IS LIMITED TO 1 AND 2 HR. RATINGS. B. GYPSUM BOARD* — THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM OF OPENING IS 5 IN. (127 MM). THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANTS — ONE NONMETALLIC PIPE OR CONDUIT TO BE CENTERED WITHIN OPENING WITH A NOM 1/4 IN. (6 MM) ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND PERIPHERY OF OPENING, PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR CONDUITS MAY BE USED: A. POLYVINYL CHLORIDE (PVC) PIPE — NOM 4 IN. (102 MM) DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM. B. RIGID NONMETALLIC CONDUIT++ — NOM 4 IN. (102 MM) DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NFPA NO. 70). C. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE— NOM 4 IN. (102 MM) DIAM (OR SMALLER) SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. D. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE— NOM 4 IN. (102 MM) DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE OR CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. E. FIRE RETARDANT POLYPROPYLENE (FRPP) PIPE — NOM 4 IN. (102 MM) DIAM (OR SMALLER) SCHEDULE 40 FRPP PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM. F. POLYVINYLIDENE FLUORIDE (PVDF) PIPE — NOM. 4 IN. (102 MM) DIAM (OR SMALLER) SCHEDULE 40 PVDF PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS. THE T RATINGS ARE 1, 2 AND 3 HR FOR PIPES A, B AND C IN 1, 2 AND 3 HR RATED WALL ASSEMBLIES, RESPECTIVELY. THE T RATINGS FOR PIPE D, E AND F ARE 1 HR IN 1 AND 2 HR RATED WALL ASSEMBLIES AND 2 HR IN 3 HR RATED WALL ASSEMBLIES. 3. FIRESTOP DEVICE — COLLAR— COLLAR TO BE INSTALLED IN ACCORDANCE WITH THE ACCOMPANYING INSTALLATION INSTRUCTIONS. COLLAR TO BE INSTALLED AND LATCHED AROUND PIPE AND SECURED TO BOTH SIDES OF WALL WITH 3M ULTRA FAST ANCHOR STRAPS OR WITH 1/4 IN. (6 MM) DIAM BY MIN 1-1/2 IN. (38 MM) LONG STEEL TOGGLE BOLTS IN CONJUNCTION WITH MIN 1-1/4 IN. (32 MM) DIAM STEEL FENDER WASHERS. MIN OF TWO, THREE OR FOUR ANCHOR STRAPS OR ANCHOR BOLTS, SYMMETRICALLY LOCATED, FOR NOM 2 IN. (51 MM) DIAM (AND SMALLER), NOM 3 IN. (76 MM) DIAM AND NOM 4 IN. (102 MM) DIAM PIPES, RESPECTIVELY. 3M COMPANY — ULTRA PPD 1.5, 2.0, 3.0 AND 4.0 4. FILL, VOID OR CAVITY MATERIALS* — CAULK, SEALANT OR PUTTY — (OPTIONAL, NOT SHOWN) — GENEROUS BEAD OF CAULK OR PUTTY MAY BE APPLIED TO OUTER PERIMETER OF COLLAR AT ITS INTERFACE WITH WALL SURFACES. 3M COMPANY — CP 25WB+ CAULK, MP+ STIX PUTTY, IC 15WB+ CAULK, FIREDAM 150+ CAULK OR FB-3000 WT SEALANT. (NOTE: CP 25WB+ AND FIREDAM 150+ NOT SUITABLE FOR USE WITH CPVC PIPES.) *BEARING THE UL CLASSIFICATION MARKING ++BEARING THE UL LISTING MARK NON-METTALIC PIPING THRU GYPSUM WALLBOARD NOTE: DO NOT USE CP25WB OR FIREDAM 150 MATERIALS WITH CPVC PIPE. NON-METALLIC PIPE PENETRATION DETAIL (4" AND SMALLER NOT TO SCALE design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.com #AA0003393 All reproduction & intellectual property rights reserved 2017 Project Medical'00-� # ML Diivhta Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis engineering genesis group, Ilc. 2601 cattleman rd., suite 501 Sarasota, fl 34232 w .geneng.net coa#29304 project#18-189FL Professional Seal L /j No. 55130 _ STATE A L 111 No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: RB Checked By: WA Project Number: 18190 Sheet Title PLUMBING DETAILS Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number P402 1 11 11 L t _ - _1— L_=1—_- LJ __ .�— —. _ — _ 111 I I _r - rr 11 III _ _ r 1' j I 1 , 1 I l�N II I a ....I. , ..,, .. .. 7j .I a. ,. F1 1 R 6 MECHANICAL SYMBOL LEGEND GENERAL SYMBOLS DUCT SYMBOLS X EQUIPMENT IDENTITY (SEE EQUIPMENT ABBREVIATION LIST AND SCHEDULES) DOUBLE LINE _ EXISTING EQUIPMENT OR DUCTWORK SINGLE LINE S— — — — — _ _ _ _ TO BE REMOVED. X-X EQUIPMENT NUMBER EXISTING DUCTWORK TO REMAIN < < SYSTEM NUMBER (IF APPLICABLE) NEW DUCTWORK INDICATES DETAIL, PLAN, SECTION, AND/OR (NES ONLY WHERE INDICATED N DRAWINGS) VD MANUAL VOLUME DAMPER (MVD) VID c X INDICATES DRAWING ON WHICH MOTOR OPERATED DAMPER (MOD) DETAIL APPEARS AD INDICATES TYPICAL DETAIL APPLIES TO CONTRACT ACCESS DOOR AD ALL AD TYP X DRAWINGS) INDICATES DRAWING ON WHICH RADIUS ELBOW DETAIL APPEARS (R=1.5) X INDICATES SECTION NUMBER ELBOW W/ TURNING VANES r X INDICATES ON WHICH DRAWING I� Ax SECTION APPEARS INDICATES REVISION & NUMBER REC. BRANCH DUCT TAKE -OFF W/ VID c CONNECT NEW TO EXISTING ROUND BRANCH DUCT TAKE -OFF W/ VD --i DEMOLISH TO THIS POINT D R RISE OR DROP DIRECTION OF AIR FLOW 0 — KEYED NOTE NUMBER FLEXIBLE CONNECTION (FXC) CONTROL DAMPER - OPPOSED BLADE WITH ACTUATOR � ODIFFUSER A q O —U UNDERCUT DOOR CFM CFM L _ DOOR LOUVER (FREE AREA REQUIRED INDICATED IN OA SUPPLY AIR GRILLE (G) OR SUPPLY OA SQUARE FEET) CFM AIR REGISTER (R) CFM SUPPLY AIR PIPING SYMBOLS zRETURN OR EXHAUST AIR F�-�- FIRE DAMPER W/ ACCESS —� — STRAINER DOOR 0 PIPE RISING UP -� SMOKE DAMPER W/ ACCESS PIPE DROPPING DOWN T F.S. DOOR FLOW SWITCH � DIRECTION OF FLOW OS SMOKE DETECTOR GATE VALVE THERMOMETER OT THERMOSTAT BUTTERFLY VALVE PRESSURE GAUGE — BALL VALVE PIPE WELL OH HUMIDISTAT �� CHECK VALVE �v AUTOMATIC CONTROL VALVE — AUTOMATIC CONTROL VALVE (3-WAY) D�-- PRESSURE REDUCING VALVE (PSI) MECHANICAL ABBREVIATIONS LEGEND AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFR ABOVE FINISHED ROOF AHU AIR HANDLING UNIT AI ANALOG INPUT AO ANALOG OUTPUT AUTO AUTOMATIC BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE BHP BRAKE HORSE POWER BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNIT PER HOUR C COMMON CD CONDENSATE CFM CUBIC FEET PER MINUTE CH CHILLER CHWS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN CO2 CARBON DIOXIDE COP COEFFICIENT OF PERFORMANCE CU CONDENSING UNIT DAC DEHUMIDIFICATION AHU DB DRY BULB DCU DEHUMIDIFICATION CU DDC DIRECT DIGITAL CONTROL DEGF DEGREE FAHRENHEIT DI DIGITAL INPUT DN DOWN DO DIGITAL OUTPUT DWG DRAWING DP DIFFERENTIAL PRESSURE EA EXHAUST AIR EER ENERGY EFFICIENCY RATIO EF EXHAUSTFAN EAT ENTERING AIR TEMPERATURE ESP EXTERNAL STATIC PRESSURE EWT ENTERING WATER TEMPERATURE ERV ENERGY RECOVERY VENTILATOR FC FAIL CLOSED FC FAN COIL (EXISTING) FCU FAN COIL UNIT FD FIRE DAMPER FF FLOW FEEDBACK/STATUS SIGNAL FLA FULL LOAD AMPS FO FAIL OPEN FPM FEET PER MINUTE FT FEET GPM GALLONS PER MINUTE H HUMIDITY HS HUMIDISTAT HP HEAT PUMP HP HORSEPOWER HWS HOT WATER SUPPLY HIPS HIGH PRESSURE STEAM HWR HOT WATER RETURN IAQ INDOOR AIR QUALITY IN INCH KW KILOWATT LAT LEAVING AIR TEMPERATURE LBS POUNDS LIPS LOW PRESSURE STEAM LPR LOW PRESSURE RETURN LWT LEAVING WATER TEMPERATURE M MOTORIZED MBH THOUSAND BTUH MCA MINIMUM CIRCUIT AMPACITY MOCP MAXIMUM OVER CURRENT PROTECTIONS NC NORMALLY CLOSED NO NORMALLY OPEN NTS NOT TO SCALE OBD OPPOSED BLADE DAMPER OA OUTDOOR AIR P PRESSURE PF PROPORTIONAL, LINEARIZE FEEDBACK, 4-20MA SIGNAL PRV PRESSURE REDUCING VALVE PRS PRESSURE REDUCING STATION PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE RA RETURN AIR RH RELATIVE HUMIDITY RPM REVOLUTIONS PER MINUTE RS/L REFRIGERANT SUCTION/LIQUID RTU ROOFTOP PACKAGED UNIT SA SUPPLY AIR SF SQUARE FEET SS START/STOP SIGNAL S.S. STAINLESS STEEL SP STATIC PRESSURE T TEMPERATURE V-PH VOLTAGE -PHASE TD TIME DELAY TS TEMPERATURE SENSOR TSP TOTAL STATIC PRESSURE UH UNIT HEATER UNO UNLESS OTHERWISE NOTED VD VOLUME DAMPER VFD VARIABLE FREQUENCY DRIVE V/PH VOLTS/PHASE WB WET BULB WG WATER GAUGE WR CHILLED WATER RESET 4-20 mA SIGNAL W/ WITH W/O WITHOUT GENERAL NOTES 1. DO NOT SCALE FROM THESE DRAWINGS. EXACT DIMENSIONS SHALL BE TAKEN FROM ARCHITECTURAL DRAWINGS. 2. ALL INDICATED WORK SHALL BE PERFORMED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE NOTED. 3. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ALL APPLICABLE CODES AND REGULATIONS INCLUDING BUT NOT LIMITED TO NATIONAL, CITY, STATE AND LOCAL ORDINANCES WHICH MAY BE IN EFFECT. ALL MECHANICAL MATERIALS, INSTALLATION PROCEDURES AND SYSTEM LAYOUTS SHALL BE APPROVED BY ALL APPLICABLE CODE ENFORCEMENT AUTHORITIES HAVING JURISDICTION, AND IT SHALL BE THE MECHANICAL CONTRACTOR'S RESPONSIBILITY TO PAY FOR ALL NECESSARY PERMITS AND APPROVALS FOR THIS INSTALLATION. 4. IT IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO REVIEW THESE PLANS AND SPECIFICATIONS, AS WELL AS THE RELATED PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL, ARCHITECTURAL, INTERIOR DECOR AND SITE ENGINEERING DRAWINGS TO BECOME FAMILIAR WITH THE FULL PROJECT SCOPE. IN ADDITION, THIS CONTRACTOR MUST COORDINATE WITH AN OWNER REPRESENTATIVE TO FULLY UNDERSTAND ALL REQUIREMENTS WHICH MAY NOT BE SPECIFIED HEREIN AND WHICH THE OWNER MAY CONSIDER PART OF THIS CONTRACT. DURING THE COURSE OF CONSTRUCTION COORDINATION AND ACTUAL CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO WORK CLOSELY WITH ALL ACCOMPANYING CONTRACTORS AND TRADESMEN IN ORDER TO ENSURE A SMOOTH RUNNING AND CAREFULLY COORDINATED INSTALLATION. 5. ANY DISCREPANCIES OR INADEQUACIES WITHIN THESE BID DOCUMENTS OR BETWEEN THESE BID DOCUMENTS AND THE RELATED PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL, ARCHITECTURAL, INTERIOR DECOR AND SITE ENGINEERING DRAWINGS, OR BETWEEN THESE BID DOCUMENTS AND FIELD CONDITIONS MUST BE BROUGHT TO THE ATTENTION OF THE OWNER, ARCHITECT AND ENGINEER PRIOR TO BID SUBMISSION. 6. WHERE CONFLICTS EXIST BETWEEN THE INFORMATION INCLUDED IN THESE DRAWINGS OR BETWEEN INFORMATION PROVIDED IN THESE DRAWINGS AND THE PROJECT SPECIFICATIONS OR WITHIN THE PROJECT SPECIFICATIONS, THE MORE STRINGENT AND/OR HIGHEST COST REQUIREMENTS SHALL APPLY. SHOULD THE CONTRACTOR REQUIRE FURTHER CLARIFICATION, AN RFI SHALL BE SUBMITTED FOR CLARIFICATION. WHERE CONFLICTS DO EXIST, THE PROJECT ENGINEER OF RECORD SHALL HAVE THE SOLE DISCRETION AND RIGHT TO PROVIDE INTERPRETATION OF INTENT OF THE CONTRACT DOCUMENTS AS REQUIRED AND THIS INTERPRETATION SHALL SERVE TO DIRECT THE CONTRACTOR IN ACCORDANCE WITH THE IMPLIED INTENT OF THE CONSTRUCTION DOCUMENTS WITHOUT ADDITIONAL COST TO THE PROJECT. 7. THE MECHANICAL CONTRACTOR SHALL PROVIDE A COMPLETE SET OF RECORD "AS -BUILT" DRAWINGS INDICATING THE PRECISE LOCATION OF ALL SYSTEMS, EQUIPMENT CONCEALED OR EMBEDDED PIPING, PIPING CONNECTIONS AND ACCESS DOORS. THESE DRAWINGS SHALL ALSO INCLUDE ALL CHANGES AND DEVIATIONS FROM THE BID DOCUMENTS. 8. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF NEW MECHANICAL EQUIPMENT WITH NEW LIGHT LOCATIONS AND TILE LOCATIONS. REFER TO ARCHITECT'S REFLECTED CEILING PLAN LAYOUT. 9. RUN ALL DUCTWORK AND PIPING WITH AS FEW OFFSETS AS POSSIBLE THROUGHOUT THE ENTIRE BUILDING. COORDINATE AND VERIFY WITH OTHER CONTRACTORS AS NOT TO INTERFERE WITH PLUMBING, FIRE PROTECTION PIPING, LIGHTING SYSTEMS, ETC. 10. ALL REQUIRED OFFSETS, RISES AND DROPS DUE TO POSSIBLE OBSTRUCTIONS OF PIPE RUNS ARE NOT NECESSARILY SHOWN. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRANSITIONS, FITTINGS, ELBOWS, DUCTWORK, PIPING, SUPPORTS, ETC. NECESSARY FOR A PROPER INSTALLATION AND OPERATION OF NEW HVAC SYSTEM. MECHANICAL CONTRACTOR SHALL INCLUDE A CONTINGENCY IN HIS BID TO OFFSET ANY COST REQUIRED FOR ADDITIONAL FITTINGS AND LABOR THAT MAY BE REQUIRED. 11. ALL EXPOSED HORIZONTAL AND VERTICAL DUCTWORK AND PIPING SHALL BE INSTALLED IN A NEAT ARRANGEMENT IN LOCATIONS WHICH ARE THE MOST INCONSPICUOUS. VERTICAL DROPS SHALL BE KEPT TO AN ABSOLUTE MINIMUM AND THEIR FINAL LOCATIONS SHALL BE COORDINATED AND RUN WITHIN CHASES, WALLS, SOFFITS WITH OTHER MECHANICAL/ ELECTRICAL FEEDS. ALL SUCH LOCATIONS ARE TO BE REVIEWED WITH AN OWNER REPRESENTATIVE AND ARCHITECT PRIOR TO INSTALLATION. 12. CONNECTION TO ANY GAS FIRED EQUIPMENT TO BE BY THE PLUMBING CONTRACTOR, REGARDLESS OF WHO PROVIDES EQUIPMENT. 13. CONDENSATE SHALL BE PIPED FULL SIZE TO THE NEAREST APPROVED FLOOR OR HUB DRAIN VIA AN INDIRECT CONNECTION. 14. INSULATE EACH REFRIGERANT LINE SET WITH 1-INCH FLEXIBLE, CLOSED CELL ELASTOMERIC INSULATION. PROVIDE ALUMINUM JACKETING FOR EXPOSED PIPING. PROVIDE EXTERIOR PIPING PORTS WITH LOCKING TYPE TAMPER RESISTANT CAPS. 15. INSTALL SLEEVES FOR PIPING PENETRATIONS OF WALLS, CEILINGS, AND FLOORS. INSTALL CHROME PLATED ESCUTCHEONS FOR PIPING PENETRATIONS OF WALLS, CEILINGS, AND FLOORS. REFER TO DETAIL SHEET FOR ROOF PENETRATIONS. 16. ALL PLUMBING VENTS AND BUILDING EXHAUST SHALL BE LOCATED A MINIMUM OF 10 FEET FROM BUILDING INTAKES (INCLUDING OPERABLE WINDOWS). 17. MAINTAIN MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES AROUND EQUIPMENT AT A MINIMUM. DO NOT ROUTE PIPING, DUCTWORK, CONTROL WIRE, ETC. THROUGH THE SERVICE CLEARANCE AREAS. 18. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. 19. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH A FACTORY DISCONNECT SWITCH, COORDINATE ALL DISCONNECT REQUIREMENTS WITH THE PROJECT ELECTRICAL CONTRACTOR PRIOR TO BID TO ENSURE A COORDINATED INSTALLATION. design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.com #AA00033s3 All reproduction & intellectual property rights reserved 2017 Project Avg Da i t iwwl Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis engineering ngineeringgroup, Ilc. 2601 cattleman rd., suite 501 sarasota, fl 34232 www.geneng.net coa#29304 project#1&189FL Professional Seal _ No. 5130 ATE OF No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: CTF Checked By: RMH Project Number: 18190 Sheet Title LEGEND AND NOTES Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number M000 x 6 S " l.. . 1, , I I 1 n e I __ 11 P _ ,r _ _ l I I 1 -11 10, 11 11,111 1II .1 IN _1 .1-- - - 1- 1-- II 11 - ---1 L II I IM 11 1 m i MECHANICAL SPECIFICATIONS 1. GENERAL PROVIDE MATERIALS, EQUIPMENT, ACCESSORIES, INCIDENTALS, ARTICLES, ITEMS, OPERATIONS, INCLUDING LABOR, NECESSARY FOR COMPLETION OF WORK INDICATED AND/OR CALLED FOR ON THESE DRAWINGS. SUBMIT SHOP DRAWINGS AND PRODUCT DATA ON ALL EQUIPMENT, PIPE, DUCTWORK, AND INSULATION. PROVIDE A COPY OF BOUND CLOSE-OUT DOCUMENTS TO THE ARCHITECT FOR APPROVAL. PROVIDE TWO BOUND COPIES OF CLOSE OUT DOCUMENTS TO THE OWNER'S REPRESENTATIVE AFTER APPROVAL. CLOSE OUT DOCUMENTS SHALL INCLUDE COMPLETE I.O.M.'S FOR EACH PIECE OF EQUIPMENT, A FULL-SIZE SET OF AS -BUILT PLANS AND FACTORY AUTHORIZED SERVICE START-UP FORMS FOR EACH PIECE OF EQUIPMENT INDICATING PROPER OPERATION ACROSS THE SEQUENCE. 2. REGULATORY REQUIREMENTS ALL WORK SHALL BE PER THE PREVAILING BUILDING CODES, NEC, NFPA, UL, FBC 2017, STATE, LOCAL INSPECTORS AND OTHER APPLICABLE CODES. 3. COORDINATION INSTALLATION OF ALL WORK SHALL BE COORDINATED WITH OTHER TRADES AND WITH EXISTING CONDITIONS. CONTRACTOR SHALL VISIT THE SITE AND VERIFY SIZES, CAPACITY, PERFORMANCE, AND LOCATION OF ALL EXISTING WORK. 4. GUARANTEES THE CONTRACTOR SHALL PROVIDE A ONE YEAR WRITTEN GUARANTEE FOR ALL MATERIALS AND LABOR FROM THE DATE OF SUBSTANTIAL COMPLETION. GUARANTEE SHALL COVER ALL LABOR AND MATERIALS TO REPLACE DEFECTIVE MATERIALS AND TO ENSURE PROPER OPERATION OF ALL SYSTEMS. 5. INSTALLATION A. ALL EQUIPMENT AND MATERIAL SHALL BE INSTALLED PER THEIR RESPECTIVE MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE ADEQUATE CLEARANCE FOR ALL EQUIPMENT AND MATERIAL FOR REGULAR MAINTENANCE, REMOVAL AND AIR FLOW. CONTRACTOR SHALL PROVIDE CONTROLS, INCLUDING THERMOSTATS, CONTROL POWER TRANSFORMERS, WIRING, PROGRAMMING, ETC., TO OPERATE ALL EQUIPMENT UTILIZED FOR THIS PROJECT. ADJUST AIR HANDLING UNITS, EXHAUST FANS, AND AIR DEVICES TO PROVIDE CFM'S AS SHOWN. B. DUCTS SHALL BE SUPPORTED ON TRAPEZE WITH HANGER RODS. 6. DUCTWORK A. GENERAL: EXCEPT FOR SYSTEMS SPECIFIED OTHERWISE, CONSTRUCT DUCTS,CASINGS, AND ACCESSORIES OF GALVANIZED SHEET STEEL, ASTM A653, G90 GALVANIZING. DUCT SHEET METAL THICKNESS SHALL BE IN ACCORDANCE WITH THE SMACNA DUCT CONSTRUCTION MANUAL. DUCT INSTALLATION METHODS, SUPPORTS AND OTHER PERTINENT INSTALLATION CRITERIA SHALL BE AS INDICATED IN THE SMACNA DUCT CONSTRUCTION STANDARDS AND SMACNA DUCT INSTALLATION MANUALS. B. JOINT SEALING: REFER TO SMACNA HVAC DUCT CONSTRUCTION STANDARDS AND APPLICABLE MECHANICAL AND ENERGY CODES FOR RECOMMENDED SEAL CLASS. SYSTEMS SHALL BE SEALED TO SEAL CLASS A. 1. SEALANT: ELASTOMERIC COMPOUND, GUN OR BRUSH GRADE, MAXIMUM 25 FLAME SPREAD AND 50 SMOKE DEVELOPED (DRY STATE) COMPOUNDED SPECIFICALLY FOR SEALING DUCTWORK AS RECOMMENDED BY THE MANUFACTURER. 2. GASKETS IN FLANGED JOINTS: SOFT NEOPRENE. APPROVED FACTORY MADE JOINTS MAY BE USED. C. DUCT MATERIALS: 1. SINGLE WALL GALVANIZED STEEL RECTANGULAR AND ROUND DUCTS: ASTM A525 OR ASTM A527 GALVANIZED STEEL SHEET, LOCK -FORMING QUALITY, HAVING ZINC COATING OF .90 OZ. PER SQ.FT. FOR EACH SIDE IN CONFORMANCE WITH ASTM A90. 2. DOUBLE WALL GALVANIZED STEEL ROUND DUCTS: GALVANIZED STEEL MEETING ASTM A653 STANDARDS WITH FINISH SELECTED BY ARCHITECT, ONE INCH (1") THICK FIBERGLASS INSULATION, SPIRAL OUTER SHELL AND PERFORATED INNER LINER. A UL APPROVED MYLAR FILM AND TAPED JOINTS SHALL SEPARATE THE INTERNAL FIBERGLASS LINING AND AIRSTREAM. DUCT SYSTEMS SHALL BE FACTORY PRE -FABRICATED. DUCTS SHALL HAVE SPIRAL LOCKSEAM CONSTRUCTION. FITTINGS SHALL BE CONSTRUCTED OF A PERFORATED SHEET METAL INTERNAL LINER, 1 INCH LAYER OF FIBERGLASS INSULATION, MYLAR FILM AND AN OUTER GALVANIZED PRESSURE SHELL WITH FINISH SELECTED BY ARCHITECT. STANDING SEAM JOINTS SHALL BE USED WHEREVER POSSIBLE ON FITTINGS. ALL STANDING SEAM JOINTS SHALL BE SEALED WITH A UL CLASSIFIED ZERO FLAME SPREAD AND ZERO SMOKE DEVELOPED CEMENT SPECIALLY FORMULATED FOR BONDING METAL -TO -METAL JOINTS. ALL WELDED JOINTS SHALL BE COATED WITH A PROTECTIVE PAINT, INSIDE AND OUT, TO PREVENT DAMAGE TO THE GALVANIZED SURFACE. ALL DOUBLE WALL DUCT AND FITTINGS SHALL BE PROVIDED NTH BOTH AN INNER LINER COUPLING AND AN OUTER PRESSURE SHELL COUPLING. OUTER SHELL CONNECTIONS CAN BE BY SLIP JOINT (UP TO 24" DIAMETER) OR BOLTED FLANGED JOINT WITH AIR SEAL GASKET. SUBMIT DUCT FINISH TO ARCHITECT FOR APPROVAL. D. FLEXIBLE FIBERGLASS DUCT: FLEXIBLE FIBERGLASS DUCT WITH A MAXIMUM THERMAL CONDUCTIVITY OF 0.23 BTU/HR - DEGREES F - SQ.FT. AT 75 DEGREES F MEAN TEMPERATURE WITH A MAXIMUM FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATING OF 50. FLEXIBLE FIBERGLASS DUCT SHALL BE OWENS-CORNING VALUFLEX OR APPROVED EQUAL. 1. FLEXIBLE FIBERGLASS DUCT SHALL BE PROVIDED WITH SPIN -IN BELLMOUTH FITTING, VOLUME DAMPER AND STAINLESS STEEL CLAMP. 2. FLEXIBLE FIBERGLASS DUCT SIZE SHALL BE SAME AS AIR DEVICE NECK SIZE UNLESS OTHERWISE NOTED. 3. FLEXIBLE FIBERGLASS DUCT LENGTH SHALL BE A MAXIMUM OF 5 FEET. 4. FLEXIBLE DUCT SHALL BE USED FOR CONNECTION OF SUPPLY AIR DEVICES ONLY. ALL EXHAUST AND RETURN DUCTWORK SHALL BE RIGID DUCTWORK. 5. PROVIDE MANUAL VOLUME DAMPERS IN BRANCH DUCTS TO ALL AIR DEVICES. E. DUCT SCHEDULE (SEE SCHEDULE SHEET) 7. DUCT ACCESSORIES A. VOLUME DAMPERS: SINGLE BLADE OR OPPOSED BLADE, MULTI LOUVER TYPE AS DETAILED IN SMACNA STANDARDS. ANY DAMPERS REQUIRED TO HAVE A MOTORIZED DAMPER SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR AS A COMPLETE SYSTEM INCLUDING THE DAMPER, ACTUATOR AND LINKAGE ATTACHMENTS. ACTUATORS SHALL BE AS PROVIDED BY BELIMO. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE ALL DAMPERS AND ACTUATORS AS REQUIRED AND THESE SYSTEMS SHALL BE COORDINATED WITH THE CONTROLS CONTRACTOR AND ELECTRICAL CONTRACTOR ACCORDINGLY FOR POWER OR CONTROL REQUIREMENTS. 8. DUCT INSULATION (CONCEALED LOCATIONS ONLY, SEE DOUBLE -WALL DUCT SECTION FOR EXPOSED LOCATIONS) A. INDOOR DUCTWORK: ASTM C553 (BLANKET, FLEXIBLE) TYPE I; 6.0 INSTALLED'R' VALUE (MINIMUM) AT 75 DEGREES F, FOR USE FOR SYSTEM TEMPERATURES BETWEEN 40 AND 250 DEGREES F. PROVIDE FOIL SCRIM (FSK) FACING. SEAMS SEALED WITH PRESSURE SENSITIVE TAPE AND MASTIC. B. OUTDOOR DUCTWORK: RIGID GLASS FIBER BOARD; ANSI/ASTM C612; COMMERCIAL GRADE; 8.0 INSTALLED'R' VALUE (MINIMUM) AT 75 DEGREES F, FOIL SCRIM KRAFT FACING FOR AIR CONDITIONING DUCTS (NOMINALLY 2" THICK) EXPOSED TO THE WEATHER. SEAMS SEALED WITH PRESSURE SENSITIVE TAPE AND MASTIC. PROVIDE WITH ALUMINUM WEATHER PROOF JACKETING AND ENSURE THAT TOPS OF DUCTS ARE'TENTED' TO PROHIBIT THE PONDING OF WATER. ALL SEAMS IN INSULATION AND JACKET SHALL BE SEALED WATER TIGHT. INSULATION SHALL BE EQUAL TO CERTAINTEED, CERTAPRO COMMERCIAL BOARD WITH FSK FACING, TYPE CB 300 (3.0 LB/CU.FT.) MINIMUM DENSITY. 9. AIR HANDLING UNITS A. GENERAL: UNIT SHALL BE VERTICAL OR HORIZONTAL AIRFLOW (SEE SCHEDULE). UNIT BE FACTORY RUN TESTED TO CHECK COOLING AND HEATING OPERATION, FAN ROTATION, AND CONTROL. THE HEATING/COOLING PERFORMANCE OF THE INDOOR UNIT AND OUTDOOR UNIT SHALL BE CERTIFIED TO ANSI STANDARDS. SUBMIT AHRI PERFORMANCE INFORMATION. WIRING INTERNAL TO THE UNIT SHALL BE COLORED AND NUMBERED FOR IDENTIFICATION. UNITS SHALL BE UL LISTED AND LABELED. PROVIDE WITH FACTORY MOUNTED CIRCUIT BREAKER. ELECTRICAL CONTRACTOR TO PROVIDE UNIT DISCONNECT SWITCH. B. UNIT CASING: ALL COMPONENTS SHALL BE MOUNTED IN A HEAVY GAUGE, GALVANIZED STEEL, INSULATED, AND GASKETED CABINET WITH CORROSION RESISTANT SCREWS. ACCESS PANELS SHALL BE PROVIDED FOR UNIT CONTROLS, COIL, FILTER, HEATER AND FAN. INDOOR AIR SECTION COMPARTMENT SHALL BE COMPLETELY INSULATED WITH FIREPROOF, PERMANENT, ODORLESS GLASS FIBER MATERIAL. KNOCKOUTS SHALL BE PROVIDED FOR UTILITY AND CONTROL CONNECTIONS. C. EVAPORATOR COIL: COIL SHALL BE INTERNALLY FINNED OR SMOOTH BORE 3/8" COPPER TUBES MECHANICALLY BONDED TO ALUMINUM FINS. EVAPORATOR COIL LEAK AND PRESSURE TESTED TO 200 PSIG. D. SUPPLY AIR FAN: DIRECT -DRIVE, FORWARD -CURVED, CENTRIFUGAL WHEEL. MOTOR SHALL HAVE THERMAL OVERLOAD PROTECTION AND PERMANENTLY LUBRICATED MOTOR BEARINGS. MOTOR/BLOWER ASSEMBLY ISOLATED FROM UNIT WITH RUBBER MOUNTS. E. ELECTRIC HEATER ELEMENTS SHALL BE CONSTRUCTED OF HEAVY-DUTY NICKEL CHROMIUM ELEMENTS INTERNALLY DELTA CONNECTED FOR 240 VOLT, WYE CONNECTED FOR 480 VOLT. CAPACITY MODULATION SHALL BE ACHIEVED THROUGH THE USE OF PULSE WIDTH MODULATION CONTROL. EACH HEATER PACKAGE SHALL HAVE AUTOMATICALLY RESET HIGH LIMIT CONTROL OPERATING THROUGH HEATING ELEMENT CONTACTORS. ALL HEATERS SHALL BE INDIVIDUALLY FUSED FROM FACTORY AND SHALL MEET ALL NEC AND LOCAL CODE REQUIREMENTS. POWER ASSEMBLIES SHALL PROVIDE SINGLE -POINT CONNECTION. ELECTRIC HEAT MODULES SHALL BE UL LISTED. F. UNIT FILTER FRAME TO HOUSE A MINIMUM MERV 6 FILTER PER ASHRAE 62.2 REQUIREMENTS. G. MODULATING ECONOMIZER (WHERE SPECIFIED ON SCHEDULE) : ACCESSORY SHALL BE FIELD INSTALLED AND BE COMPOSED OF THE FOLLOWING ITEMS: 0-100% FRESH AIR DAMPER, DAMPER DRIVE MOTOR, FIXED DRY BULB ENTHALPY CONTROL, AND LOW VOLTAGE WIRING PLUG FOR ELECTRICAL CONNECTIONS. DIFFERENTIAL ENTHALPY CONTROL IS REQUIRED. ECONOMIZER OPERATIONS SHALL BE CONTROLLED BY THE PRESET POSITION OF THE ENTHALPY CONTROL. A BAROMET RIC RELIEF DAMPER SHALL BE STANDARD WITH THE ECONOMIZER AND PROVIDE A PRESSURE OPERATED DAMPER THAT SHALL BE GRAVITY CLOSING AND PROHIBIT ENTRANCE OF OUTSIDE AIR ON EQUIPMENT "OFF" CYCLE. H. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND ALL APPLICABLE CODES AND STANDARDS AS REQUIRED AT THE PROJECT LOCATION. I. MANUFACTURER SHALL FURNISH A FACTORY -TRAINED SERVICE ENGINEER WITHOUT ADDITIONAL CHARGE TO PREPARE THE MACHINE FOR OPERATION, START THE UNIT AND CERTIFY INITIAL FIELD STARTUP. THE MANUFACTURER SHALL PROVIDE A WRITTEN CERTIFICATION TO THE ARCHITECT/ENGINEER THAT THE UNIT HAS BEEN PREPARED AND READY FOR OPERATION. J. INSTALL UNIT WITH PROGRAMMABLE 7-DAY THERMOSTAT CAPABLE OF AUTOMATIC HEAT / COOL CHANGEOVER, ADJUSTABLE DEAD -BAND, ADAPTIVE HEAT RECOVERY, INSULATED MOUNTING BASE, 24V POWER WITH BATTERY BACKUP TO PRESERVE PROGRAM. MOUNT THERMOSTAT LEVEL AND PER THE ARCHITECT'S INTERIOR FINISH ELEVATIONS. 10. HEAT PUMP AND CONDENSING UNITS A. GENERAL: INDOOR AND OUTDOOR UNIT BE FACTORY RUN TESTED TO CHECK COOLING AND HEATING OPERATION, FAN ROTATION, AND CONTROL. UNITS SHALL BE DESIGNED TO OPERATE AT REFRIGERANT SYSTEM AT AMBIENT TEMPERATURES BETWEEN 55'F AND 115°F AS MANUFACTURED. THE HEATING/COOLING PERFORMANCE SHALL BE CERTIFIED TO ANSI STANDARDS. B. UNIT CASING: ALL COMPONENTS SHALL BE MOUNTED IN A HEAVY GAUGE, GALVANIZED STEEL, INSULATED, AND GASKETED CABINET WITH A WEATHER RESISTANT FINISH AND CORROSION RESISTANT SCREWS. ACCESS PANELS SHALL BE PROVIDED FOR UNIT CONTROLS, COIL AND FAN (S). C. COMPRESSOR: THE COMPRESSOR SHALL BE HERMETICALLY SEALED, HIGH EFFICIENCY. PROVIDE INTERNAL OVERCURRENT AND OVER TEMPERATURE PROTECTION AND INTERNAL PRESSURE RELIEF. D. REFRIGERATION SYSTEM: SYSTEM SHALL UTILIZE R-410A. SERVICE PRESSURE TAP PORTS, THERMAL EXPANSION VALVE AND A REFRIGERANT LINE FILTER DRYER SHALL BE PROVIDED. PROVIDE TAMPER RESISTANT LOCKING PORT CAPS. EACH REFRIGERANT CIRCUIT SHALL HAVE THERMAL EXPANSION VALVE, SERVICE PRESSURE PORTS AND REFRIGERANT LINE FILTER DRYERS FACTORY -INSTALLED AS STANDARD. PROVIDE WITH FACTORY MOUNTED CIRCUIT BREAKER. ELECTRICAL CONTRACTOR TO PROVIDE UNIT DISCONNECT SWITCH. PROVIDE ALL MANUFACTURER'S RECOMMENDED COMPONENTS FOR EXTENDED LINE LENGTH AND LIFT APPLICATIONS. E. CONDENSER COIL: COIL SHALL BE CONTINUOUSLY WRAPPED, CORROSION RESISTANT ALL ALUMINUM WITH MINIMUM BRAZED JOINTS. 3/8 INCH O.D. SEAMLESS ALUMINUM TUBING GLUED TO A CONTINUOUS ALUMINUM FIN. COIL TO BE LAB TESTED TO WITHSTAND 2,000 POUNDS OF PRESSURE PER SQUARE INCH. CONDENSER COIL SHALL BE LEAK AND PRESSURE TESTED TO 450 PSIG. F. CONDENSER FAN: DIRECT -DRIVE, DRAW THRU PROPELLER TYPE. WEATHER -PROOFED PERMANENT SPLIT CAPACITOR FAN MOTOR SHALL HAVE BUILT-IN THERMAL OVERLOAD AND PERMANENTLY LUBRICATED MOTOR BEARINGS. H. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND ALL APPLICABLE CODES AND STANDARDS AS REQUIRED AT THE PROJECT LOCATION. I. MANUFACTURER SHALL FURNISH A FACTORY -TRAINED SERVICE ENGINEER WITHOUT ADDITIONAL CHARGE TO PREPARE THE MACHINE FOR OPERATION, START THE UNIT AND CERTIFY INITIAL FIELD STARTUP. THE MANUFACTURER SHALL PROVIDE A WRITTEN CERTIFICATION TO THE ARCHITECT/ENGINEER THAT THE UNIT HAS BEEN PREPARED AND READY FOR OPERATION. 11. AIR DEVICES FURNISH AS SCHEDULED OR OBTAIN PRIOR APPROVAL TO SUBMIT AN ALTERNATE MANUFACTURER / MODEL. DEVICE SHALL BE OF ALUMINUM CONSTRUCTION, WITH BAKED WHITE ENAMEL FINISH UNLESS OTHERWISE STATED. FURNISH DEVICE WITH ACCESSORIES SCHEDULED, INCLUDING PLASTER TRIM RING FOR HARD CEILING INSTALLATION, UL-LISTED FIRE RADIATION DAMPER FOR RATED PARTITION INSTALLATIONS. OPPOSED -BLADE OR BUTTERFLY (ROUND -ONLY) DAMPERS MAY BE INSTALLED ONLY WHEN BRANCH TAKE -OFF VOLUME DAMPERS CANNOT BE INSTALLED AND ONLY WITH PRIOR APPROVAL BY THE ENGINEER. INSTALL INSULATION ON BACK PANELS FOR ALL CEILING SUPPLY GRILLES. PLENUMS SHALL BE CONSTRUCTED TO SMACNA STANDARDS FOR DUCT RIGIDITY AND SEAL, LINED WITH V CERTAINTEED TOUGHGUARD LINER BOARD INSTALLED PER MANUFACTURES DIRECTIONS AND FINISHED BLACK. 12. REFRIGERANT PIPING A. LINE TEST PRESSURE FOR REFRIGERANT R-41OA: SUCTION LINES FOR AIR-CONDITIONING APPLICATIONS: 300 PSIG SUCTION LINES FOR HEAT -PUMP APPLICATIONS: 535 PSIG HOT -GAS AND LIQUID LINES: 535 PSIG B. REFRIGERANT PIPING INDICATED ON DRAWINGS IS SCHEMATIC ONLY. SIZE PIPING AND DESIGN ACTUAL PIPING LAYOUT, INCLUDING OIL TRAPS, DOUBLE RISERS, SPECIALTIES, AND PIPE AND TUBE SIZES TO ACCOMMODATE, AS A MINIMUM, EQUIPMENT PROVIDED, ELEVATION DIFFERENCE BETWEEN COMPRESSOR AND EVAPORATOR, AND LENGTH OF PIPING TO ENSURE PROPER OPERATION AND COMPLIANCE WITH WARRANTIES OF CONNECTED EQUIPMENT. C. SUBMIT WELDING CERTIFICATES, PIPING, VALVES, HANGERS AND INSULATION FOR APPROVAL. D. PIPING TO BE COPPER TUBE: ASTM B 280, TYPE ACR, WITH WROUGHT -COPPER FITTINGS PER ASME B16.22. BRAZING FILLER METALS: AWS A5.8. INSULATE WITH 1-INCH ELASTOMERIC. PROVIDE ALUMINUM JACKETING FOR PIPING EXPOSED TO WEATHER. E. SLOPE REFRIGERANT PIPING AS FOLLOWS: 1.1 INSTALL HORIZONTAL HOT -GAS DISCHARGE PIPING WITH A UNIFORM SLOPE DOWNWARD AWAY FROM COMPRESSOR. 1.2 INSTALL HORIZONTAL SUCTION LINES WITH A UNIFORM SLOPE DOWNWARD TO COMPRESSOR. 1.3 INSTALL TRAPS AND DOUBLE RISERS TO ENTRAIN OIL IN VERTICAL RUNS. LIQUID LINES MAY BE INSTALLED LEVEL. 1.4 WHEN BRAZING OR SOLDERING, REMOVE SOLENOID -VALVE COILS AND SIGHT GLASSES; ALSO REMOVE VALVE STEMS, SEATS, AND PACKING, AND ACCESSIBLE INTERNAL PARTS OF REFRIGERANT SPECIALTIES. DO NOT APPLY HEAT NEAR EXPANSION -VALVE BULB. F. HANGERS TO BE MALLEABLE IRON CARBON STEEL, ADJUSTABLE SWIVEL, SPLIT RING. PROVIDE TRAPEZE HANGERS (STEEL CHANNEL WITH WELDED SPACERS) FOR MULTIPLE PIPE SUPPORT. PROVIDE SADDLE TO PROTECT INSULATION. PROVIDE STEEL RISER CLAMP FOR VERTICAL SUPPORT. SUPPORT VERTICALLY AT EVERY FLOOR. G. PROVIDE TAMPER RESISTANT, LOCKING -TYPE, ACCESS PORT CAPS ON ALL PIPING PORTS LOCATED OUTSIDE. 13. TEST AND BALANCE TEST AND BALANCE CONTRACTOR SHALL BE CERTIFIED BY AABC OR NEBB. SUBMIT TAB QUALIFICATIONS AND SAMPLE REPORT FORMS FOR APPROVAL BY THE ENGINEER. SUBMIT TAB REPORT TO ENGINEER FOR REVIEW. UPON REQUEST, TAB CONTRACTOR SHALL DEMONSTRATE ON -SITE CONFIRMATION OF THE TAB REPORT MEASUREMENTS WITNESSED BY THE ENGINEER. DISCREPANCIES WILL REQUIRE ADDITIONAL TAB SAMPLING AND RE -BALANCE OF THE SYSTEMS. ADJUST ALL SYSTEM COMPONENTS, EQUIPMENT, FLOW DEVICES AND SENSORS PER "AABC NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE, V 2002". PROVIDE BELT AND SHEAVE CHANGES AS REQUIRED FOR BALANCING OF ALL FANS INDICATED ON THESE DRAWINGS. BELT AND SHEAVE CHANGES SHALL BE PROVIDED AT THE CONTRACTOR'S EXPENSE. FLOW TOLERANCES: AIR HANDLING UNITS, (CUBIC FEET PER MINUTE): MINUS 0 PERCENT TO PLUS 10 PERCENT. EXHAUST FANS: 0 PERCENT TO PLUS 10 PERCENT. MINIMUM OUTSIDE AIR: 0 PERCENT TO PLUS 10 PERCENT. INDIVIDUAL ROOM AIR OUTLETS AND INLETS, AND AIR FLOW RATES NOT MENTIONED ABOVE: MINUS 5 PERCENT TO PLUS LO PERCENT EXCEPT IF THE AIR TO A SPACE IS 100 CFM OR LESS THE TOLERANCE WOULD BE MINUS 5 TO PLUS 5 PERCENT. 0 design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 d esig nstyi e s arc hitectvlre. corn AA0003393 All reproduction & intellectual property rights reserved 2017 Project Al W-11L 'V ta jff ... all Mc-dical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis engineering genesis group, Ile. 2601 cattleman rd., suite 501 sarasota, fl 34232 www.geneng.net coa#29304 project#18-189FL Professional Seal v 1Af •SCE• o. 55130 •' T NAt No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: CTF Checked By: RMH Project Number: 18190 Sheet Title SPECIFICATIONS Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number M001 ALL CONDENSING UNITS, REFRIGERANT LINESETS, AND ELECTRICAL WIRING HAVE BEEN REMOVED FROM THE SERVICE YARD. REFRIGERANT PIPING HAS BEEN LEFT OPEN AND EXPOSED TO ATMOSPHERE FOR AN UNKNOWN PERIOD OF TIME.. REFRIGERANT PIPING SHALL BE DEMOLISHED OR ABANDONED IN PLACE AND SHALL NOT BE RE -USED FOR THIS PROJECT DUE TO CONTAMINATION. 2 EXISTING PLAN 1 /4" = 1'-0" GENSET GENERAL NOTES CU-1 A CU-1 B CU-2B CU-4B I CU-2A CU-4A , LL, i 1. CONTRACTOR SHALL DEMOLISH ALL EXISITNG MECHANICAL EQUIPMENT AND ASSOCIATED DUCTWORK, INCUDING BUT NOT LIMITED TO GRILLES, DIFFUSERS, CONDENSING UNITS, REFRIGERANT LINESET, AHUS, EXHAUST FANS, ETC. J, i i i ■ design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.com #AA0003393 All reproduction & intellectual property rights reserved 2017 Project D)aNita Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis .. " engineering genesis group, Ilc.'i 2601 cattleman rd., suite 501 sarasota, fl 34232'I www.geneng.net coa#29304 project#18-189FL Professional Seal •'�CENs•. * • • W. 55130 �" �P v �• �pR?O No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: CTF Checked By: RMH Project Number: 18190 Sheet Title EXISTING PLAN Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number EXISTING PLAN v 1 1 /411 = 1'-01110 PROPOSED PLAN - SERVICE YARD 1 /4" = 1'-011 Rr � • o �O KEYED NOTES 10 CONTRACTOR SHALL PROVIDE AND INSTALL AN EXHAUST AIR LOUVER EQUAL TO A RUSKIN EME6325D, WITH A MINIMUM FREE AREA OF 0.26 SF, UNDER THE EAVE OF THE ROOF. THE LOUVER SHALL BE MOUNTED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND AS APPROVED BY THE LISTING OF THE LOUVER, 2Q CONTRACTOR SHALL PROVIDE AND INSTALL AN OUTSIDE AIR INTAKE LOUVER EQUAL TO A RUSKIN EME63251), WITH A MINIMUM FREE AREA OF 0.42 SF, UNDER THE EAVE OF THE ROOF. THE LOUVER SHALL BE MOUNTED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND AS APPROVED BY THE LISTING OF THE LOUVER. 30 AIR HANDLING UNIT MUST BE LOCATED WITHIN THE BUILDING'S THERMAL ENVELOPE. THE CONTRACTOR SHALL VERIFY THE AIR HANDLING UNIT IS LOCATED WITHIN THE BUILDING'S THERMAL ENVELOPE. IF THE AIR HANDLING UNIT CAN NOT FIT WITHIN THE EXISTING BUILDING THERMAL ENVELOPE, THEN THE GENERAL CONTRACTOR SHALL BUILD AN INSULATED BOX SURROUNDING THE AIR HANDLING UNIT AND ASSOCIATED DUCTWORK. THE BOX SHALL BE OF PROPER SIZE TO ALLOW FOR A MAN TO SERVICE THE UNIT, INCLUDING CLEARANCES, HAVE PROPOER LIGHTING FOR A SERVICE MAN, AND STRUCTURAL SUPPORT FOR THE UNIT, BOX, AND MAN. ROUTE INSULATED CONENSATE DRAIN PIPING TO EXTERIOR OF BUILDING. TERMINATE INDIRECTLY A MINIMUM OF THREE INCHES ABOVE GRASSY AREA. PIPE ROUTING SHALL NOT BE VISIBLE FROM WINDOW. PAINT WEATHER -EXPOSED PVC PIPING WITH ONE COAT OF UV RESISTANT PAINT. ® CONTRACTOR SHALL PROVIDE AND INSTALL AN EXHAUST AIR LOUVER EQUAL TO A RUSKIN EMED6325D, WITH A MINIMUM FREE AREA OF 0.19 SF, UNDER THE EAVE OF THE ROOF. THE LOUVER SHALL BE MOUNTED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND AS APPROVED BY THE LISTING OF THE LOUVER. O CONTRACTOR SHALL ROUTE REFRIGERANT PIPING UNDERGROUND AND RISE UP INSIDE OF BUILDING. SEE DETAIL ON SHEET M402. GENERAL NOTES 1. CONTRACTOR SHALL INSTALL MECHANICAL EQUIPMENT IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRANSITIONS, FITTINGS, ELBOWS, DUCTWORK, PIING, SUPPORTS, ETC., NECESSARY FOR A PROPER INSTALLATION AND OPERATION OF NEW HVAC SYSTEM. 2. ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 3. ALL BRANCH DUCTS TO AIR DEVICES SHALL BE PROVIDED WITH A VOLUME DAMPER IN THE BRANCH CONNECTION UNLESS NOTED OTHERWISE. ALL ROUND BRANCH DUCT CONNECTIONS SHALL BE PROVIDED WITH CONICAL SPIN -IN FITTING WITH INTEGRAL VOLUME DAMPER. i i design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.cOm #AA0003393 All reproduction & intellectual property rights reserved 2017 Project D) ito Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis engineering genesis group, Ilc. 2601 cattleman rd., suite 501 sarasota, fl 34232 www.geneng.net coa#29304 project#1&189FL Professional Seal � � D M CE * .55130 ATE OF G ' . A,V ��• • S/ON11. I i — No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 - No. Revision Description Date Drawn By: CTF Checked By: RMH Project Number: 18190 Sheet Title PROPOSED PLAN O O Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number r PROPOSED PLAN 1 1/411 = 1'-0" M102 design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.cOm #AA0003393 All reproduction & intellectual property rights reserved 2017 Project D) ito Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis engineering genesis group, Ilc. 2601 cattleman rd., suite 501 sarasota, fl 34232 www.geneng.net coa#29304 project#1&189FL Professional Seal � � D M CE * .55130 ATE OF G ' . A,V ��• • S/ON11. I i — No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 - No. Revision Description Date Drawn By: CTF Checked By: RMH Project Number: 18190 Sheet Title PROPOSED PLAN O O Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number r PROPOSED PLAN 1 1/411 = 1'-0" M102 6 '.. - - I I I �� I I 1 '111 ' ` - F "1 11,1111 111111>I_11RItl 1 I' �11 1 11 1 9 1111 'fi. 111 I I 1 _ I R _ 11 I �l�lIP��-9'L'11J�1i���ll����' t' 1 I 1 1 '1I II' 1 I _ I I L I I I 1 IF1111111 Iln . l AIR COOLED HEAT PUMP SCHEDULE "P COOLING HEATING ELECTRICAL EQUIPMENT TAG MANUFACTURER MODEL NOTES EFFICIENCY EFFICIENCY MBH MBH (47° F) V / PH MCA MOCP SEER EER COP HSPF HP-1 LENNOX XP16-036-230 33.2 16 13 35400 - 9 208/1 20.8 35 1, 2, 3 HP-2 LENNOX XP16-036-230 33.2 16 13 35400 - 9 208/1 20.8 35 1, 2, 3 HP-3 LENNOX XP16-036-230 33.2 16 13 35400 - 9 208/1 20.8 35 1, 2, 3 NOTES: 1. UNIT SHALL BE SUPPLIED WITH PHASENOLTAGE MONITORS WITH LOSS PROTECTION AND AUTOMATIC RESET, ANTI -SHORT CYCLE TIMER, LOW AMBIENT OPERATION DOWN TO ZERO DEGREES, THERMAL EXPANSION VALVE, HAIL GUARDS AND HIGH/LOW PRESSURE CONTROLS. MAINTAIN OPERATIONAL AND MAINTENANCE CLEARANCES, INCLUDING EXTENDED CLEARANCES TO ADJACENT EQUIPMENT. 2. GRADE MOUNTED UNITS SHALL BE SECURED TO 6" CONCRETE PADS WITH RUBBER VIBRATION ISOLATOR PADS AS RECOMMENDED BY THE MANUFACTURER. PROVIDE REFRIGERANT LINESET SIZED PER MANUFACTURER'S EQUIVALENT LENGTH AND ELEVATION REQUIREMENTS. INSULATE LINESET WITH FLEXIBLE, CLOSED CELL ELASTOMERIC INSULATION. PROVIDE ALUMINUM JACKETING FOR EXPOSED PIPING. ALL LINESET PENETRATIONS INTO THE BUILDING SHALL UTILIZE A SLEEVE AND SEAL OR OTHER APPROVED METHOD FOR WATERPROOFING. 3. UNIT MODELS, EFFICIENCIES AND CAPACITIES AS SCHEDULED REPRESENT THE MINIMUM PERFORMANCE REQUIREMENT THAT MUST BE MET. ALTERNATIVES MUST MEET THE PERFORMANCE REQUIREMENTS INDICATED IN THIS SCHEDULE AT A MINIMUM. ANY CHANGES TO THE ELECTRICAL POWER SYSTEM REQUIRED DUE TO EQUIPMENT SUBSTITUTIONS SHALL BE THE SOLE RESPONSIBILITY OF THIS CONTRACTOR AND SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. FAN SCHEDULE EF MOTOR TAG MANUFACTURER MODEL CFM E.S.P. SONES NOTES WATTS HP RPM V. / PH (IN. W.G.) EF-1 GREENHECK SQ-80-VG 135 .5 6.8 - 1/10 1488 115/1/60 1, 2, 3, 4, 5 EF-2 GREENHECK SQ-80-VG 150 .55 7.4 - 1/10 1488 115/1/60 1, 2, 3, 4, 5 EF-3 GREENHECK SP-80-VG 50 .4 1.5 6 - 935 115/1/60 1, 2, 3, 4, 5 NOTES: 1. PROVIDE FLEXIBLE CONNECTORS AT ALL DUCT CONNECTIONS TO FAN. 2. PROVIDE FAN WITH GRAVITY BACKDRAFT DAMPER. REFER TO STANDARD MECHANICAL DETAILS FOR FURTHER DETAILS. 3. PROVIDE WITH FACTORY MOUNTED DISCONNECT SWITCH. 4. PROVIDE FAN WITH SPEED CONTROLLER. MOUNT SPEED CONTROLLER IN 2X4 METALLIC BOX ADJACENT TO FAN IN CEILING. TEST AND BALANCE CONTRACTORS SHALL ADJUST FAN PERFORMANCE THROUGH USE OF SPEED CONTROLLER. 5. FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. AIR DEVICE SCHEDULE TAG DIFFUSER NECK MAX. FLOW FINISH MANUFACTURER MODEL NOTES SIZE SIZE (CFM) 24X24 6110 130 WHITE TITUS TDC 1,2 24X24 811 0 240 WHITE TITUS TDC 1,2 A 24X24 10110 330 WHITE TITUS TDC 1,2 24X24 12"0 470 WHITE TITUS TDC 1,2 B 12X12 6"0 100 WHITE TITUS TDC 1,2 C 16X8 - 305 WHITE TITUS 250AA 1, 2,4 L 24X24 22X22 1600 WHITE TITUS 50F 3 M 12X12 10X10 300 WHITE TITUS 50F 3 KEY NOTES: O FLEX DUCT SIZE TO MATCH NECK SIZE. MAXIMUM LENGTH OF FLEX SHALL BE V-0", BALANCE OF DUCT SHOWN ON PLAN SHALL BE STEEL DUCT SAME SIZE AS NECK SIZE, EXTERNALLY INSULATED. �2 PROVIDE RUNOUT BRANCH DUCT TO AIR DEVICE SAME SIZE AS AIR DEVICE NECK UNLESS OTHERWISE NOTED ON PLANS. PROVIDE 18" X 18" BACKPAN SIZE WITH 24" X 24" MODULE. O3 ALUMINUM 2' X 2' X 2' GRID ® PATTERN TYPE TO BE L2 (2-WAY). GENERAL NOTES: 1. BORDER TYPE SHALL BE SELECTED AS COORDINATED WITH ARCHITECTS REFLECTED CEILING PLAN. 2. PROVIDE SQUARE TO ROUND TRANSITIONS AS REQUIRED FOR COORDINATION OF DUCT AND AIR DEVICE NECK. 3. INSULATE THE TOPS OF ALL SUPPLY AIR DEVICES WITH 2" FIBERGLASS DUCT WRAP. SEAL AIR TIGHT AROUND EDGES TO PREVENT CONDENSATION. 4. ALL DEVICES ARE TO BE ALUMINUM UNLESS OTHERWISE NOTED. SPLIT SYSTEM AIR HANDLING UNIT SCHEDULE AHU AUX SUPPLY OUTSIDE SUPPLY FAN COOLING HEATING HEAT(CFM) ELECTRICAL EQUIPMENT MANUFACTURER MODEL AIR AIR NOTES TAG (CFM) E.S.P. FAN HP EAT LAT MBH MBH EAT LAT MBH KW V / PH MCA MOCP (IN. W.G.) RPM (DBMIB) (DBM/B) (TOTAL) (SENS.) (DB) (DB) AHU-1 LENNOX CBA27UHE-042 1200 205 .5 - 1 78.7/66.4 57.6/55.9 33.2 23.4 - - 31.3 5 208/1 36 40 1-5 AHU-2 LENNOX CBA27UHE-042 1145 245 .6 - 1 78.7/66.4 58.2/56.4 37.5 24.8 - - 31.3 4 208/1 30 30 1-5 AHU-3 LENNOX CBA27UHE-042 1410 230 .6 - 1 77.8/65.6 57.8/56 37.4 25.4 - - 31.3 6 208/1 41 45 1-5 NOTES: 1. UNIT SHALL BE SUPPLIED WITH PHASENOLTAGE MONITORS WITH LOSS PROTECTION AND AUTOMATIC RESET, FACTORY MOUNTED SINGLE POINT OF CONNECTION, ANTI -SHORT CYCLE TIMER, LOWAMBIENT OPERATION DOWN TO ZERO DEGREES, THERMAL EXPANSION VALVE, HIGH AND LOW PRESSURE CONTROLS, MICROPROCESSOR BASED CONTROLS AND PROGRAMMABLE THERMOSTAT. PROVIDE MOTORIZED DAMPER ON OUTDOOR AIR INTAKE. PROVIDE DUCT MOUNTED SMOKE DETECTORS WIRED BACK TO FIRE ALARM SYSTEM ON THE SUPPLY AND RETURN DUCT CONNECTION OF UNITS WITH A SUPPLY AIR QUANTITY OF 2,000 CFM OR GREATER OR AS OTHERWISE REQUIRED BY CODE. FURNISH SCR HEAT STRIP CONTROL. UNITS WITH GREATER THAN 15% OA SHALL BE PROVIDED WITH HOT GAS REHEAT COIL AND HOT GAS REHEAT COIL CONTROLS. 2. PROVIDE GALVANIZED STEEL FILTER FRAMES AND 2" MEDIA IN UNIT FILTER WITH MEDIA AS REQUIRED FOR THREE REPLACEMENTS (1 DURING CONSTRUCTION, 1 AT SUBSTANTIAL COMPLETION AND 1 AT FINAL COMPLETION). FRAMES SHALL BE PRE -MANUFACTURED (NOT FIELD FABRICATED). 3. UNIT MODELS, EFFICIENCIES AND CAPACITIES AS SCHEDULED REPRESENT THE MINIMUM PERFORMANCE REQUIREMENT THAT MUST BE MET. ALTERNATIVES MUST MEET THE PERFORMANCE REQUIREMENTS INDICATED IN THIS SCHEDULE AT A MINIMUM. ANY CHANGES TO THE ELECTRICAL POWER SYSTEM REQUIRED DUE TO EQUIPMENT SUBSTITUTIONS SHALL BE THE SOLE RESPONSIBILITY OF THIS CONTRACTOR AND SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 4. FURNISH INTEGRAL DISCONNECTS FOR AHU AND CU OR HP. 5. PROVIDE GPS-IMOD IONIZATION SYSTEM OR EQUIVALENT, SEE BI-POLAR ION GENERATOR SCHEDULE FOR MORE REQUIREMENTS. BI-POLAR ION GENERATOR SCHEDULE MOUNTING MIN ION AHU TAG FLOW S/A FLOW O/A FLOW GPS MODEL GPS QUANTITY" MIN NEEDLE SPACING VOLTAGE (AC) WATTS LOCATION DENSITY (IONS/CC) NOTES AHU-1 CV 3000 430 GPS-IMOD 1 PER COOLING COIL 1 EVERY 1/2 INCH 24, 110, 208-240 15 RTU 60 MILLION PER 0.50" 1 TO 16 AHU-2 CV 3000 430 GPS-IMOD 1 PER COOLING COIL 1 EVERY 1/2 INCH 24, 110, 208-240 15 RTU 60 MILLION PER 0.50" 1 TO 16 AHU-3 CV 3000 430 GPS-IMOD 1 PER COOLING COIL 1 EVERY 1/2 INCH 24, 110, 208-240 15 RTU 60 MILLION PER 0.50" 1 TO 16 NOTES: 1. BASIS OF DESIGN: GLOBAL PLASMA SOLUTIONS: APPROVED EQUALS BY AIRGENICS AND BIOXGEN SUBJECT TO SPECIFICATION COMPLIANCE. 2. MOUNT GPS-IMOD TO AIR INLET SIDE OF COOLING COIL. 3. IF CONTRACTOR SUBSTITUTES BASIS OF DESIGN WITH ANOTHER MANUFACTURER, CONTRACTOR SHALL COORDINATE ALL ELECTRICAL AND MECHANICAL CHANGES. 4. BI-POLAR IONIZATION SYSTEMS REQUIRING PERISHABLE GLASS TUBES ARE NOT ACCEPTABLE. 5. ALL MANUFACTURERS MUST PASS UL-867-2007 OZONE CHAMBER TESTING BY EITHER UL OR ETL. 6. PROVIDE STAND-ALONE ION DETECTOR TO COMMUNICATE WITH THE BAS. SYSTEMS WITHOUT ION DETECTORS SHALL NOT BE ACCEPTABLE. 7. IONIZATION BAR TO HAVE A MINIMUM OF 1 NEEDLEPOINT EVERY 0.50" OF COIL WIDTH. SYSTEMS WITH NEEDLES FURTHER APART SHALL NOT BE ACCEPTABLE. 8. IONIZATION SYSTEMS WITH MULTIPLE ION MODULES MOUNTED TO A BAR SHALL NOT BE AN ACCEPTABLE SUBSTITUTE. 9. IONIZATION SYSTEMS THAT DO NOT USE EPDXY TO PROTECT THE ION CIRCUITRY SHALL NOT BE ACCEPTABLE. 10. IONIZATION OUTPUT SHALL BE A MINIMUM OF 60 MILLION IONS/CC FOR EVERY 0.50" OF COIL WIDTH. 11. IONIZATION POWER SUPPLY SHALL BE CAPABLE OF 24V TO 240VAC INPUT WITHOUT THE USE OF AN EXTERNAL TRANSFORMER. 12. IONIZATION POWER SUPPLY SHALL HAVE POWER ON AND PLASMA ON INDICATION LIGHT. 13. IONIZATION POWER SUPPLY SHALL HAVE INTEGRAL BMS ALARM CONTACTS. 14. IONIZATION BARS SHALL BE PROVIDED WITH MAGNETS FOR EASE OF MOUNTING AND SHALL ONLY TAKE UP ONE INCH IN THE DIRECTION OF AIRFLOW. 15. IONIZATION BAR SHALL BE MODULAR AND DESIGNED TO COVER THE ENTIRE COIL WIDTH IN 6 INCH INCREMENTS. 16. IONIZATION SYSTEM SHALL HAVE BEEN TESTED AND CERTIFIED BY UL 2998 AS AN "OZONE FREE" DEVICE. VENTILATION SCHEDULE UNIT # ROOM NAME '�` REA AREA RATE PEOPLE PEOPLE RATE TOTAL REQ'D TOTAL PROVIDED NOTES (SF) (SF) (CFM/SF) (CFM/PERS) (CFM) (CFM) 1 OFFICE 1425 .06 18 5 211 225 1 2 OFFICE 2205 .06 16 5 212 245 1 3 OFFICE 1555 .06 27 5 228 230 1 NOTES: 1. VENTILATION RATES CALCULATE IN ACCORDANCE WITH ASHRAE STANDARD 62.1 design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.c©m #AA0003393 All reproduction & intellectual property rights reserved 2017 Project ua tow& Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis engineering genesis group, Ilc. 2601 cattleman rd., suite 501 Sarasota, tt 34232 www.geneng.net coa#29304 project pl8-189FL Professional Seal E• • • � C •. * o. 55130 \•�* TATE �• I1I1"11 No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: CTF Checked By: RMH Project Number: 18190 Sheet Title MECHANICAL SCHEDULES Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number MOUNT FAN FROM STRUCTURE ABOVE WITH THREADED RODS. PROVIDE NEOPRENE ISOLATOR PADS. INSULATION NOT SHOWN FOR CLARITY. DUCTS TO BE FULLY INSULATED. FASTEN SUPPORT TO SUPPLY DUCT BUILDING STRUCTURE BELLMOUTH FITTING GRAVITY BACKDRAFT DAMPER FLEX DUCT MAX. 5'-0" FLEXIBLE CONNECTION ALL THREAD ROD WNIBRATION FLEX DUCT MATCH NECK E SHALL ISOLATOR (TYPICAL) AIR HANDLING UNIT � SPEED RAO f CONTROLLER REFRIGERANT SA O PIPING J CEILING EXHAUST INSULATED 5 GALVANIZED STEEL GRILLE BACK PAN AUXILIARY DRAIN PAN, CEILING WITH FLOAT SWITCH. TO DISCHARGE FLEXIBLE CONNECTION VOLUME DAMPER PAN TO EXTEND BEYOND LOCATION o 0 TRAPPED CONDENSATE AIR HANDLING UNIT BY 3" SS CLAMP WITH MASTIC SEALER DRAIN TO APPROVED MINIMUM. DISPOSAL LOCATION CEILING SECONDARY DRAIN PAN TO BE A MINIMUM OF 1.5" GALVANIZED UNISTRUT DEEP. FOR SUPPORT OF UNIT AND AUXILIARY DRAIN NOTES: CEILING DIFFUSER PAN. DOUBLE NUT AT 1. FURNISH WITH BACKDRAFT DAMPER ON FAN DISCHARGE UNIT AND DRAIN PAN. TYPICAL DIFFUSER CONNECTION SPLIT SYSTEM AIR HANDLING UNIT DETAIL (SIDE OF DUCT CONNECTION) NOT TO SCALE CEILING EXHAUST FAN DETAIL NOT TO SCALE NOT TO SCALE MOUNT FAN FROM STRUCTURE ABOVE WITH THREADED RODS. PROVIDE NEOPRENE ISOLATOR PADS. x MAIN SUPPLY AIR co 3: AIR — AIR DUCT FLOW x 45° 45° FLOW DOUBLE THICKNESS TURNING VANES (TYPICAL) W x D MAIN DUCT BRANCH DUCT BRANCH DUCT EQUAL SPLIT DOUBLE THICKNESS X Y TURNING VANES (TYPICAL) AIR o � � FLOW X 45° X MAIN BRANCH W x D DUCT DUCT BRANCH NOTE: DUCT DIMENSIONS W AND 'Y' ARE EQUAL TO (BRANCH CFM - MAIN CFM) x W UNEQUAL SPLIT DUCT TEE CONNECTION DETAIL NOT TO SCALE AIR FLOW RECTANGULAR DUCT HANGER SCHEDULE (MINIMUM SIZES) HALF DUCT PAIR AT 10' SPACING PAIR AT 8' SPACING PAIR AT 5' SPACING PAIR AT 4' SPACING PERIMETER RANGE STRAP WIRE/ROD STRAP WIRE/ROD STRAP WIRE/ROD STRAP WIRE/ROD P/2 < 30' 1 "x 22 GA. 10 GA (0.135" 1 "x 22 GA. 10 GA. (0.135" 1 "x 22 GA. 12 GA (0.106" 1 1 "x 22 GA, 12 GA. (0.106" P/2 < 72" 1 "x 18 GA. 3/8" 1 "x 20 GA. 1 /4" 1 "x 22 GA. 1 /4" 1 "x 22 GA 1 /4" P/2 < 96" 1 "x 16 GA. 3/8" 1 "x 18 GA. 3/8" 1 "x 20 GA. 3/8" 1 "x 22 GA. 1 /4" P/2 < 120" 1-1 /2"x 16 GA. 1 /2" 1 "x 16 GA. 3/8" 1 "x 18 GA. 3/8" 1 "x 20 GA. 1 /4" P/2 < 168" 1-1 /2"x 16 GA. 1 /2" 1 1 "x 16 GA 1 1 /2" 1 1 "x 16 GA. 3/8" 1 "x 18 GA. 3/8" P/2 < 192" - 1 /2" 1-1 /2"x 16 GA 1 /2" 1 "x 16 GA. 3/8" 1 "x 16 GA. 3/8" SECURE TO STRUCTURE ABOVE AS RECOMMENDED BY SMACNA GALVANIZED IRON STRAP OR ALUMINUM STRAP, TURN UNDER DUCT MINIMUM 1". RIVET OR BOLT TO UNDERSIDE OF DUCT. =0R BRACING ANGLES SEE NOTES SHEET METAL SCREW, RIVET OR NUT AND WASHER AT END OF ROD. BOLT TO BOTH SIDES OF DUCT. DUCT HANGER DETAIL GRAVITY BACKDRAFT DAMPER Fol`� SPEED CONTROLLER GASKETED TO DISCHARGE ACCESS FLEXIBLE CONNECTI LOCATION PANEL NOTES: 1. FURNISH WITH BACKDRAFT DAMPER ON FAN DISCHARGE 2. IF INSTALLED ABOVE CEILING, FURNISH AND INSTALL A HINGED ACCESS PANEL OF SUFFICIENT SIZE TO REMOVE COMPLETE FAN (NOT REQUIRED ABOVE LAY -IN GRID). IN -LINE CEILING EXHAUST FAN DETAIL NOT TO SCALE DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN CLEAN OUT DRAIN PITCH DOWN 1 TOWARDS DRAIN A CLEAN OUT SPILL OVER TE FLOOR DRAIN/ ROOF DRAIN 1" SEE PLUMBING Z_�__J OPEN DRAIN DRAWINGS FOR LOCATION UNIT TYPE A B DRAW THRU X" 1.5X" BLOWTHRU 1"MIN. 2X" WHERE X= STATIC PRESSURE IN PAN W 1 V J 1 V11V 1- 11L UP TO 150 TONS 2" SLOPE DRAIN PIPING AT A MINIMUM OF 1" PER 10' AIR CONDITIONING UNIT DRAIN TRAP DETAIL NOT TO SCALE AIR .— INSULATION NOT SHOWN FOR CLARITY. FLOW DUCTS TO BE FULLY INSULATED. BRANCH DUCT HAND VOLUME DAMPER *-EQUALS WIDTH OF BRANCH DUCT UP TO 12". 12" FOR ALL BRANCH DUCTS LARGER THAN 12". TYPICAL LOW PRESSURE BRANCH DUCT TAKE -OFF NOT TO SCALE MAIN DUCT INSULATION NOT SHOWN FOR CLARITY. DUCTS TO BE FULLY INSULATED. BELLMOUTH MASTIC DUCT FITTING — SEALER EXTENDED HANDLE VOLUME DAMPER STAINLESS STEEL CLAMP FLEXIBLE ROUND DUCT AS INDICATED (5'-0" MAX. LENGTH) ROUND DUCT TYPICAL LOW PRESSURE BRANCH DUCT TAKE -OFF NOT TO SCALE design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 d esi g n s tyl e s architecture . c O m #AA0003393 All reproduction & intellectual property rights reserved 2017 Project D) i ta Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis engineering genesis group, IIC. 2601 cattleman rd., suite 501 sarasota, fl 34232 www.geneng.net coa#29304 project018-189FL Professional Seal �C ' \ C E /y s, •• • 0.55130 TATE®o G � %0NAL \N\\\\\ No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: CTF Checked By: RMH Project Number: 18190 Sheet Title DETAILS - NOT TO SCALE Original drawing is 24 x 36 Do not scale contents of drawing i Sheet Number ,, - I ' ___ " L. S's --A.� 1..,As , _ -- - _u" I I - - -- -. I i I I 1 11' FI 1 -1 1 � "T - W' 111 20 AIR FLOV�--�— FIG. "B" CROSS BRE^" no ecnrN nc FOR DUCT MAX. AS INDICATED (7" IN 12") ON CONTRACTING FLOW 30° AIR FLOV%F-� RUSKIN ELF 6375 DX L CAULK ALL AROUNE EXTENDED SILL INSULATE REFRIGERANT PIPING PER SPECIFICATIONS. NUMBER AND SIZE PER MANUFACTURER RECOMMENDATION. REFRIGERANT PIPING UP ALONG WALL TO UNIT. SLEEVE FINISHED FLOOR IIII-1111 IIII-1111- —IIII=1111 LONG SWEEP TURN - FIG."C" FIG."A" LARGEST DIMENSION GOVERNS CONSTRUCTION TYPICAL AFTER EACH TAKE -OFFS) WHERE CHANGE IN DUCT SIZE IS INDICATED. DUCT TRANSITION DETAIL NOT TO SCALE LOUVER CONNECTION DETAIL NOT TO SCALE EXTERIOR WALL PROVIDE WITH 4" CONCRETE PA ALUMINUM JACKET CAP WATER TIGHT. SEAL FINISHED GRADE PIPE PENETRATIONS W/ CU SILICONE CAULK OR EQUAL. (BOTH ENDS) III I�III=1111-1111 s design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.com #AA0003393 All reproduction & intellectual property rights reserved 2017 Project a '\i D ta 'i Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis engineering ATE genesis group, Ilc. 2601 cattleman rd., suite 501 sarasota, t1 34232 www.geneng.net coo#29304 project#1&18WL —111I_ I1 � 1-11 � 1— �— ::ao ooa•.do °a6;.ao.°oo;.aa:�Po —1111=IIII-1111=IIII=1111 _ � _ _ _ IIII—IIII-1111=1111=IIII=1—IIII=1111=1111-1111— —LONG SWEEP TURN SLEEVES L-� MIN. 6" PVC PIPE SLEEVE PIPE IN JACKET SHALL BE CONTINUOUS TYPICAL REFRIGERANT PIPING JACKET DETAIL NOT TO SCALE Professional Seal \ �D• No, 55130 TATE OF e J - No. Issue Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: CTF Checked By: RMH Project Number: 18190 Sheet Title DETAILS Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number M402 I !1 It ELECTRICAL SYMBOL LEGEND LINE WEIGHT & LINE TYPE DESIGNATIONS LIGHTING (LETTER INDICATES TYPE, REFER TO LIGHT FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION) SYMBOL DESCRIPTION REMARKS SYMBOL DESCRIPTION REMARKS EXISTING (UNLESS OTHERWISE INDICATED) Ha M LIGHT FIXTURE WALL MOUNTED PROVIDE AS NEW (UNLESS OTHERWISE INDICATED) F{,% FQ EMERGENCY LIGHT FIXTURE WALL MOUNTED BASIC DRAWING LIGHT FIXTURE CEILING MOUNTED SYMBOL DESCRIPTION REMARKS 0 0 EMERGENCY LIGHT FIXTURE CEILING MOUNTED ® KEYED DRAWING NOTE LIGHT FIXTURE CEILING MOUNTED n _ REMOVALS ® EMERGENCY LIGHT FIXTURE CEILING MOUNTED BCIRCUIT ® LIGHT FIXTURE CEILING MOUNTED CONTINUATION EMERGENCY LIGHT FIXTURE CEILING MOUNTED POWER - DISTRIBUTION B SYMBOL DESCRIPTION REMARKS LIGHT FIXTURE CEILING MOUNTED —EZ= PANELBOARD (FLUSH -MOUNTED) © EMERGENCY LIGHT FIXTURE CEILING MOUNTED 0 PANELBOARD (SURFACE -MOUNTED) 4 LIGHT FIXTURE WALL MOUNTED TI TRANSFORMER EMERGENCY LIGHT FIXTURE WALL MOUNTED �i DISCONNECT SWITCH (NON -FUSED) ® EXIT LIGHT (HATCHING/ARROW INDICATES FACE/DIRECTION) CEILING MOUNTED =h DISCONNECT SWITCH (FUSED) EXIT LIGHT (HATCHING/ARROW INDICATES FACE/DIRECTION) WALL MOUNTED ® MAGNETIC MOTOR STARTER EMERGENCY BATTERY PACK LIGHT FIXTURE WALL MOUNTED ®� COMBINATION MAGNETIC MOTOR STARTER/DISCONNECT SINGLE POLE SWITCH MOUNT AT 48" AFF, UNO VFD VARIABLE FREQUENCY DRIVE (VFD) S 3 SINGLE POLE SWITCH (3-WAY) MOUNT AT 48" AFF, UNO MOTOR S D SINGLE POLE SWITCH (DIMMER) MOUNT AT 48" AFF, UNO �3 GROUNDING BUSBAR SEE DETAIL ON PLANS OS OCCUPANCY SENSOR/WALL SWITCH (SUBSCRIPT INDICATES TYPE) MOUNT AT 48" AFF, UNO POWER - BRAN CH DEVICES SYMBOL DESCRIPTION REMARKS OS OCCUPANCY SENSOR (SUBSCRIPT INDICATES TYPE) CEILING MOUNTED SIMPLEX RECEPTACLE MOUNT AT 18" AFF, UNO PP POWER PACK DUPLEX RECEPTACLE MOUNT AT 18" AFF, LINO PC PHOTOCELL A N CONTROLLED DUPLEX RECEPTACLE MOUNT AT 18" AFF, LINO �� SITE LIGHT FIXTURE POLE MOUNTED DUPLEX RECEPTACLE MOUNT ABOVE COUNTER, UNO MOUNT HORIZONTAL FOR ADA TWO DUPLEX RECEPTACLES MOUNTED IN COMMON BOX MOUNT AT 18" AFF, LINO FIRE ALARM SYMBOL DESCRIPTION REMARKS SPECIAL PURPOSE RECEPTACLE, SUBSCRIPT INDICATES TYPE MOUNT AT 18" AFF, LINO FACP FIRE ALARM CONTROL PANEL Q Q JUNCTION BOX OR OUTLET BOX FAAP FIRE ALARM ANNUNCIATOR PANEL ® ® I RECEPTACLE(S) IN RECESSED FLOOR BOX QS SMOKE DETECTOR TO MATCH EXISTING 0 0 1 CEILING MOUNTED RECEPTACLE(S) Q HEAT DETECTOR TO MATCH EXISTING TELEPHONE / DATA / COMMUNICATION / CAN / ELECTRONIC SECURITY SYSTEMS Q DUCT SMOKE DETECTOR TO MATCH EXISTING SCOPE OF WORK SHALL BE RACEWAY ONLY. FOR EACH WALL DEVICE LOCATION, PROVIDE RECESSED WALL -BOX AND 1" CONDUIT STUB WITH PULL STRING TO NEAREST ACCESSIBLE ABOVE CEILING SPACE. FOR EACH CEILING DEVICE LOCATION, PROVIDE RECESSED CEILING BOX AND 1" CONDUIT TO NEAREST ACCESSIBLE ABOVE -CEILING SPACE. DEVICES, CABLING, EQUIPMENT, ETC. SHALL BE PROVIDED BY OWNER LV SYSTEMS CONTRACTOR. SEE LOW VOLTAGE SYSTEMS GENERAL NOTES ON SHEET E001 FOR ADDITIONAL INFORMATION. ALL CONDUCTORS FOR ALL LOW VOLTAGE SYSTEMS MUST BE IN METAL CONDUITS. REFER TO EACH FINAL APPROVED LOW VOLTAGE SYSTEM SHOP DRAWINGS SUBMITTALS FOR THE EXACT REQUIREMENTS SPECIFICATIONS AND ADDITIONAL INFORMATION. 0 MANUAL PULL STATION TO MATCH EXISTING 01 STROBE NOTIFICATION DEVICE TO MATCH EXISTING 01 COMBINATION HORN/STROBE NOTIFICATION DEVICE TO MATCH EXISTING M4 COMBINATION SPEAKER/STROBE NOTIFICATION DEVICE TO MATCH EXISTING SYMBOL DESCRIPTION REMARKS C DATA (LAN) OUTLET: INDICATES TWO DATA JACKS. (C - INDICATES CEILING MOUNTED) MOUNT AT 18" AFF, UNO DH DOOR HOLD -OPEN DEVICE FS WATER FLOW DETECTION SWITCH . TELEPHONE (VOICE) OUTLET: INDICATES ONE TELEPHONE JACK. MOUNT AT 18" AFFUNO , TS TAMPER SWITCH ED FIRE PROTECTION ALARM BELL TELEPHONE (VOICE) / DATA (LAN) OUTLET: INDICATES ONE TELEPHONE JACK AND ONE DATA JACK. MOUNT AT 18" AFF, UNO CM CONTROL MODULE M© MONITOR MODULE CE aW -I WIRELESS ACCESS POINT (C - INDICATES CEILING MOUNTED) FS—DI SMOKE DAMPER DR DATA RACK OR CABINET Q CARBON MONOXIDE DETECTOR NAC NOTIFICATION APPLIANCE CIRCUIT EXTENDER PANEL CABLE TELEVISION OUTLET MOUNT AT 18" AFF, UNO TYPICAL B RANI C H DEVICE INFORMATION AD AUDIBLE/VISUAL DOORBELL CHIME MOUNTING HEIGHT PER ADA IC INTERCOM STATION DEVICE TYPE & OTHER DEVICE MOUNTING HEIGHT (ABOVE SPECIFIC INFORMATION (REFER ` FINISHED FLOOR) �� AC TO ABBREVIATIONS LIST) 48" GF GFI 1 LB-3 TYPICAL BRANCH DEVICE PANELBOARD CIRCUIT NUMBER 1 LB-3� BRANCH CIRCUIT NOTES SP PA SPEAKER (PA - INDICATES SOUND/PUBLIC ADDRESS SYSTEM) AS NOTED ON PLANS ®-I VOLUME CONTROL MOUNT AT 48" AFF, LINO ® TELECOM BACKBOARD (TBB) SEE PLANS CONNECTION TO ELECTRONIC LOCK/STRIKE AND BALANCED MAGNETIC SWITCH (ROUGH -IN ONLY) SEE PLANS 0 CONNECTION TO MICRO -SWITCH LOCATED WITHIN DOOR HARDWARE FOR SHUNTING BALANCED MAGNETIC SWITCH WHILE EGRESSING DOORS (ROUGH -IN ONLY) SEE PLANS ACS 0 IDS 0 ACCESS CONTROL SYSTEM CONTROL PANEL, SURFACE MOUNTED (TOP AT 6'-0" AFF) INTRUSION DETECTION SYSTEM CONTROL PANEL, SURFACE MOUNTED (TOP AT 6'-0" AFF) SEE PLANS SEE PLANS PB PUSHBUTTON MAGNETIC DOOR RELEASE SEE PLANS 1. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY AND INDICATE THE DEVICES REQUIRED TO BE CONNECTED TO DESIGNATED CIRCUITS. 2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING AND PROVIDING THE ACTUAL NUMBER OF CONDUCTORS REQUIRED FOR ALL BRANCH CIRCUIT WIRING TO SERVE THE INTENDED FUNCTION. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY BALANCING LOADS ON ALL THREE PHASES. 4. ALL BRANCH CIRCUITS SHALL HAVE SEPARATE GROUND WIRE. 5. ALL BRANCH CIRCUITS SHALL HAVE SEPARATE NEUTRAL WIRE. 6. ALL BRANCH CIRCUITS SHALL BE SIZED PER OVERCURRENT PROTECTION RATING AND NEC REQUIREMENTS (INCLUDING NEC CONDUCTOR AMPACITY TABLES, ARTICLE 334.80, AND 338.10(13)(4)). 7. PROVIDE ARC -FAULT CIRCUIT PROTECTION PER NEC ARTICLE 210.12. PS AUTOMATIC DOOR PUSHBUTTON STATION SEE PLANS KEY CODES AND STANDARDS FLORIDA STATE FIRE MARSHAL RULE (EFFECTIVE DATE - DECEMBER 31, 2017): 2017 RULE 69A-3.012, STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION AND OTHER STANDARDS ADOPTED 2017 6TH EDITION - FLORIDA FIRE PREVENTION CODE NFPA 1, 2015 EDITION, THE FIRE CODE SECTIONS 633.206(1)(a) AND (b), F.S.: (a) NFPA 2, 2011 EDITION, HYDROGEN TECHNOLOGIES CODE (b) NFPA 3, 2015 EDITION, RECOMMENDED PRACTICE FOR COMMISSIONING OF FIRE PROTECTION AND LIFE SAFETY SYSTEMS NFPA 70, 2014 EDITION, NATIONAL ELECTRICAL CODE (NEC) NFPA 72, 2013 EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE NFPA 75, 2013 EDITION, STANDARD FOR THE FIRE PROTECTION OF INFORMATION TECHNOLOGY EQUIPMENT' NFPA 70B, 2016 EDITION, RECOMMENDED PRACTICE FOR ELECTRICAL EQUIPMENT MAINTENANCE NFPA 70E, 2018 EDITION, STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE NFPA 90A, 2015 EDITION, STANDARD FOR THE INSTALLATION OF AIR- CONDITIONING AND VENTILATING SYSTEMS NFPA 101, 2015 EDITION, LIFE SAFETY CODE NFPA 101A, 2013 EDITION, GUIDE ON ALTERNATIVE APPROACHES TO LIFE SAFETY NFPA 110, 2013 EDITION, STANDARD FOR EMERGENCY & STANDBY POWER SYSTEMS RULE CHAPTER 69A-60, THE FLORIDA FIRE PREVENTION CODE FBC 2017, 6TH EDITION, CHAPTER 35, FLORIDA BUILDING CODE -BUILDING FBC 2017, 6TH EDITION, CHAPTER 35, FLORIDA BUILDING CODE: EXISTING BUILDING FBC 2017, 6TH EDITION, FLORIDA BUILDING CODE ENERGY CONSERVATION FBC 2017, 6TH EDITION, FLORIDA BUILDING CODE: ACCESSIBILITY UL 467, 10TH EDITION, 2017, GROUNDING AND BONDING EQUIPMENT IEEE-C2, 2017 EDITION, NATIONAL ELECTRICAL SAFETY CODE (NESC) IEEE-142, 2007 EDITION, IEEE RECOMMENDED PRACTICE FOR GROUNDING OF INDUSTRIAL AND COMMERCIAL POWER SYSTEMS OTHER PUBLICATIONS AND CODE COMPLIANCE: IN ADDITION TO THE CODES AND STANDARDS LISTED ABOVE, ALL ELECTRICAL WORK SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE LATEST EDITION OF THE STANDARDS OF THE NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA); INSULATED POWER CABLE ENGINEER'S ASSOCIATION (IPCEA); AND ALL APPLICABLE FEDERAL, STATE, CITY, AND LOCAL CODES, REGULATIONS, ORDINANCES, PUBLICATIONS AND MANUALS. ALL NEW MANUFACTURED EQUIPMENT, DEVICES, ETC. SHALL BE LISTED BY THE UNDERWRITER'S LABORATORY (UL). ABBREVIATIONS A AMPERE(S) KAIC 1000 AMPERE INTERRUPTING CAPACITY AC ALTERNATING CURRENT ACT ACOUSTICAL CEILING TILE KCMIL 1000 CIRCULAR MIL(S) ADA AMERICANS WITH DISABILITIES ACT KVA KILOVOLTAMPERE(S) AFC AVAILABLE FAULT CURRENT KW KILOWATT(S) AFCI ARC -FAULT CIRCUIT INTERRUPTER LAN LOCAL AREA NETWORK AFF ABOVE FINISHED FLOOR LED LIGHT EMITTING DIODE AFG ABOVE FINISHED GRADE LTG LIGHTING AHJ AUTHORITY HAVING JURISDICTION LV LOW VOLTAGE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE MC MECHANICAL CONTRACTOR MCA MINIMUM CIRCUIT AMPACITY AWG AMERICAN WIRE GUAGE MCB MAIN CIRCUIT BREAKER BLDG BUILDING MISC MISCELLANEOUS BFG BELOW FINISHED GRADE MIN MINIMUM BOH BACK OF HOUSE MFR MANUFACTURER C CONDUIT MH MOUNTING HEIGHT CB/CKT BKR CIRCUIT BREAKER MTD MOUNTED CL CENTERLINE N NEUTRAL CLG CEILING (N) NEW CKT CIRCUIT NA NOT APPLICABLE CONC CONCRETE NEC NATIONAL ELECTRIC CODE COND CONDUCTOR NFPA NATIONAL FIRE PROTECTION ASSOCIATION CONST CONSTRUCTION CP CONTROL PANEL NIL NIGHT LIGHT CT CURRENT TRANSFORMER NITS NOT TO SCALE CU COPPER P POLE DED DEDICATED PA PUBLIC ADDRESS DISC DISCONNECT PB PULL BOX DISH DISHWASHER PC PLUMBING CONTRACTOR DISP DISPOSAL PH/O PHASE DIV DIVISION PNL PANEL DT DUAL TECHNOLOGY (IR/US) PRI PRIMARY DWG DRAWING PWR POWER EA EACH QTY QUANTITY EC ELECTRICAL CONTRACTOR REC/RECEPT RECEPTACLE EF EXHAUSTFAN REF REFRIGERATOR EGC EQUIPMENT GROUNDING CONDUCTOR RM ROOM SCP SECURITY CONTROL PANEL ELEC ELECTRIC SEC SECONDARY EM/EMER EMERGENCY SKIP SECURITY KEYPAD EQUIPT EQUIPMENT SPD SURGE PROTECTION DEVICE (E) EXISTING SPEC SPECIFICATION (ETR) EXISTING TO REMAIN SW SWITCH EXT EXTERIOR TEL TELEPHONE FA FIRE ALARM TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION FACP FIRE ALARM CONTROL PANEL FBC FLORIDA BUILDING CODE TYP TYPICAL FBO FURNISHED BY OTHERS UG UNDERGROUND FHP FRACTIONAL HORSEPOWER UL UNDERWRITER'S LABORATORIES FLA FULL LOAD AMPS LINO UNLESS NOTED OTHERWISE FLUOR FLUORESCENT LION UNLESS OTHERWISE NOTED FT FEET UPS UNINTERRUPTIBLE POWER SUPPLY G/GND GROUND US ULTRASONIC GC GENERAL CONTRACTOR UV ULTRAVIOLET GFI GROUND FAULT INTERRUPTER V VOLT(S) HOA HAND -OFF -AUTO SELECTOR SWITCH VA VOLTAMPERE(S) HP HORSEPOWER VFD VARIABLE FREQUENCY DRIVE IDS INTRUSION DETECTION SYSTEM W WATT(S) IR INFRARED WP WEATHERPROOF JB JUNCTION BOX WR WEATHER RESISTANCE GENERAL NOTES 1. THE GENERAL NOTES APPLY TO ALL DRAWINGS UNDER THIS CONTRACT. REFER TO INDIVIDUAL DRAWINGS FOR ADDITIONAL NOTES. 2. ALL ELECTRICAL WORK SHOWN SHALL BE PROVIDED AS NEW, UNLESS OTHERWISE NOTED. 3. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK. FOLLOW DRAWING IN LAYING OUT WORK AND CHECK DRAWINGS OF OTHER TRADES TO VERIFY SPACE CONDITIONS. MAINTAIN HEADROOM AND SPACE CONDITIONS. BRANCH CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL DETERMINE THE CIRCUIT NUMBERS AND PROVIDE A SCHEDULE IN PANEL IDENTIFYING BRANCH CIRCUITS. 4. JUNCTION AND PULL BOXES SHALL GENERALLY BE LOCATED FOR FLUSH MOUNTING IN FINISHED SPACES. WHERE NECESSARY, CONDUITS SHALL BE REROUTED OR OTHER ARRANGEMENTS MADE FOR CONCEALMENT. PULL BOXES SHALL BE PROVIDED AS INDICATED AND WHEREVER NECESSARY TO FACILITATE PULLING OF WIRE AND COORDINATE LOCATIONS WITH OTHER TRADES. COVERS OF JUNCTION AND PULL BOXES SHALL BE ACCESSIBLE. FOR EMPTY RACEWAY RUNS. PULL BOXES SHALL BE PROVIDED EVERY 100 FEET AND AS INDICATED OR NECESSARY. 5. BOXES SHALL BESET SQUARE AND TRUE WITH BUILDING FINISH. WALL AND SWITCH OUTLETS SHALL BE ERECTED IN ADVANCE OF FURRING AND FIREPROOFING. BOXES SHALL BE SECURED TO BUILDING STRUCTURE BY ADJUSTABLE STRAP IRONS. 6. IN EXISTING BUILDINGS, ALL REQUIRED ACCESS DOORS SHALL BE FURNISHED AND INSTALLED UNDER THE ELECTRICAL SECTION. ALL ACCESS DOOR LOCATIONS SHALL BE FIELD COORDINATED WITH THE OWNER. 7. NO ELECTRICAL RACEWAYS OR CONDUCTORS SHALL BE INSTALLED WITHIN 3 INCHES OF STEAM OR HOT WATER PIPES, OR APPLIANCES, EXCEPT FOR CROSSING WHERE RACEWAYS SHALL BE AT LEAST 1 INCH FROM PIPE COVER. 8. SUFFICIENTLY LONG WIRE SLACK SHALL BE LEFT IN RUNS TO ALLOW FOR MAKING PROPER FINAL CONNECTIONS. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH #12 AWG STEEL DRAG WIRES. 9. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL HVAC EQUIPMENT. (AC UNITS, FANS, VAV BOXES, ETC). 10. REFER TO PLUMBING DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING EQUIPMENT. 11. ALL WIRING SHALL BE ROUTED IN AN ORGANIZED AND NEATLY MANNER. 12. SUBMIT DIMENSIONED LAYOUTS OF ALL ELECTRIC EQUIPMENT WITH EQUIPMENT SUBMITTALS. 13. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL RACEWAYS RUNS WITH EXISTING CONDITIONS AND INCLUDE ALL PULLBOXES, OFFSETS, CUTTING, PATCHING, PAINTING TO MATCH EXISTING, SUPPORTS, ETC. AS REQUIRED. 14. THE ROUTING AND LOCATION OF CONDUIT RUNS ARE GENERALLY NOT DIMENSIONAL ON THE DRAWINGS BUT SHALL BE DETERMINED IN THE FIELD TO SUIT THE LOCATIONS OF EQUIPMENT, TO CONFORM TO STRUCTURAL AND ARCHITECTURAL FEATURES AND TO AVOID INTERFERENCES. 15. ALL CUTTING AND RESTORATION OF SLAB AND FLOOR SHALL BE IN ACCORDANCE WITH STRUCTURAL ENGINEER'S REQUIREMENTS AND AS APPROVED BY THE STRUCTURAL ENGINEER. 16. ELECTRICAL CONTRACTOR SHALL VERIFY ALL PENETRATIONS, POKE THRUS, AND EXISTING CONDUIT LOCATIONS PRIOR TO MODIFICATION. 17. ALL SIGHT EXPOSED ELECTRICAL DEVICES SHALL BE LOCATED AS PER ARCHITECT'S DRAWINGS AND/OR DIRECTION. 18. WHERE CONDUIT OR JUNCTION BOXES ARE RUN IN SLAB IN EXISTING AREAS, THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING, PATCHING, AND RESTORATION OF SLAB AND FLOOR. 19. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LIGHT FIXTURES, REMOTE BALLASTS AND ASSOCIATED WIRING, SUPPORTS, HARDWARE, AND ACCESSORIES AS REQUIRED. 20. SYMBOLS AND LEGENDS SHOWN ON THIS DRAWING ARE FOR ELECTRICAL DRAWINGS ONLY. SEE ARCHITECTURAL DRAWINGS AND TRADE DRAWINGS FOR RESPECTIVE SYMBOLS AND LEGENDS. 21. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL SLAB CUTS, FOUNDATION WALL PENETRATIONS, WALL OPENINGS, CORE DRILLING, ROOF PENETRATIONS, ETC. AND PATCHING AS REQUIRED TO PROVIDE ALL ELECTRICAL WORK. FOR FOUNDATION WALL PENETRATIONS PROVIDE 41IX41IX3/8" WELDED STEEL ANGLE BY THE CONTRACTOR AND APPROVED BY THE STRUCTURAL ENGINEER AND PROVIDE WATER PROOFING. ALL ROOF, TUNNEL AND FOUNDATION PENETRATIONS SHALL BE WATER PROOFED. COORDINATE WORK SO AS TO MAINTAIN ANY AND ALL WARRANTIES FOR ROOF SYSTEMS, FOUNDATIONS, ETC. 22. ALL TELEPHONE/DATA RACEWAYS SHALL BE PROVIDED WITH INSULATED END BUSHINGS. 23. SEPARATE RACEWAYS SHALL BE PROVIDED FOR CONDUCTORS OF NORMAL AND EMERGENCY CIRCUITS (IF APPLICABLE). 24. HORIZONTAL OR CROSS RUNS IN PARTITIONS OR WALLS ARE NOT PERMITTED. 25. THE ELECTRICAL CONTRACTOR SHALL NOT INSTALL MORE THAN THE NUMBER OF CIRCUITS SHOWN IN ANY HOMERUN BRANCH CIRCUIT WIRING. 26. CONTRACTOR TO PROVIDE FIREPROOFING AT ALL PENETRATIONS OF RATED PARTITIONS, FLOORS, AND WHERE THE EXISTING FIRE PROOFING WAS REMOVED TO EXPOSE EXISTING STEEL FOR NEW HANGER INSTALLATION. REFER TO SPECIFICATION SECTION FIRE PROOFING. 27. LOCATIONS INDICATED FOR LOCAL WALL SWITCHES ARE SUBJECT TO MODIFICATIONS. AT OR NEAR DOORS, INSTALL SWITCH ON SIDE OPPOSITE HINGE (VERIFY FINAL DOOR HINGE LOCATION IN THE FIELD PRIOR TO SWITCH OUTLET INSTALLATION). 28. EXACT LOCATION OF LIGHTING FIXTURES SHALL BE IN ACCORDANCE WITH ARCHITECTURAL REFLECTED CEILING PLAN OR AS DIRECTED BY THE ARCHITECT. 29. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL CEILING WORK WITH CEILING CONTRACTOR AND DETERMINE CEILING TYPE PRIOR TO THE PURCHASING AND INSTALLATION OF LIGHTING FIXTURES, SPEAKERS, SMOKE DETECTORS, EXIT LIGHTS, OR ANY OTHER CEILING MOUNTED ELECTRICAL ELEMENTS. THE ELECTRICAL CONTRACTOR SHALL ALSO COORDINATE ALL ELECTRICAL WORK WITH LOCATION OF DIFFUSERS AND SPRINKLERS AND OTHER MECHANICAL WORK. 30. EXACT LOCATION AND MOUNTING OF LIGHTING FIXTURES IN MECHANICAL AREAS SHALL BE COORDINATED WITH THE MECHANICAL TRADES TO AVOID CONFLICT WITH PIPING, DUCTS AND EQUIPMENT. COORDINATE ALIGNMENT WITH PROJECT ARCHITECT IN THE FIELD. 31. LOCATIONS OF OUTLETS AND SWITCHES IN FINISHED ROOMS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS OF INTERIOR DETAILS AND FINISHES. IN CENTERING OUTLETS AND LOCATING BOXES AND OUTLETS, ALLOW FOR OVERHEAD PIPES, DUCTS AND MECHANICAL EQUIPMENT, VARIATIONS IN FIREPROOFING AND PLASTERING, WINDOW AND DOOR TRIMS, PANELING, SUSPENDED CEILINGS AND THE LIKE. CORRECT ANY INACCURACY RESULTING FROM FAILURE TO DO SO WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. 32. ALL RACEWAYS, WIRING, AND ASSOCIATED ELECTRICAL EQUIPMENT SHALL BE ROUTED CONCEALED EXCEPT IN UNFINISHED AREAS. 33. ALL EQUIPMENT, MATERIALS, ETC. SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. REFER TO SPECIFICATIONS FOR ADDITIONAL ACTION SUBMITTAL AND SHOP DRAWING REQUIREMENTS. 34. PRIOR TO CONSTRUCTION, COORDINATE WITH LOCAL AHJ FOR THE UL CONDITIONAL LISTING REQUIREMENTS FOR ALL JUNCTIONS BOXES UTILIZED IN RATED WALLS AND CEILINGS. 35. WHERE CONFLICTS EXIST BETWEEN THE INFORMATION INCLUDED IN THESE DRAWINGS OR BETWEEN INFORMATION PROVIDED IN THESE DRAWINGS AND THE PROJECT SPECIFICATIONS OR WITHIN THE PROJECT SPECIFICATIONS, THE MORE STRINGENT AND/OR HIGHEST COST REQUIREMENTS SHALL APPLY. SHOULD THE CONTRACTOR REQUIRE FURTHER CLARIFICATION, AN RFI SHALL BE SUBMITTED FOR CLARIFICATION. WHERE CONFLICTS DO EXIST, THE PROJECT ENGINEER OF RECORD SHALL HAVE THE SOLE DISCRETION AND RIGHT TO PROVIDE INTERPRETATION OF INTENT OF THE CONTRACT DOCUMENTS AS REQUIRED AND THIS INTERPRETATION SHALL SERVE TO DIRECT THE CONTRACTOR IN ACCORDANCE WITH THE IMPLIED INTENT OF THE CONSTRUCTION DOCUMENTS WITHOUT ADDITIONAL COST TO THE PROJECT. 36. CONTRACTOR SHALL INCLUDE CONTINGENCY IN BID PRICE TO ALLOW FOR MODIFICATION OR ADDITION OF ELECTRICAL DEVICES (LIGHTING, FIRE ALARM, POWER, SWITCHING, OCCUPANCY SENSORS, ETC.) BASED UPON THE REQUIREMENTS OF THE LOCAL INSPECTOR (AHJ). THE LOCAL INSPECTOR (AHJ) HAS THE AUTHORITY TO REQUIRE DEVICES TO BE ADDED, MODIFIED, OR RELOCATED BASED UPON HIS OPINION OF THE SPECIFIC INSTALLATION, EVEN IF THE BUILDING DEPARTMENT APPROVED THE PLANS WITHOUT COMMENTS. CONTRACTOR SHALL PROVIDE FOR ADDITIONAL, MODIFICATION, AND/OR RELOCATION OF ALL DEVICES REQUIRED BY THE INSPECTOR WITHOUT ADDITIONAL COST TO THE OWNER. S design styles 41 architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.com #AA0003393 All reproduction & intellectual property rights reserved 2017 Project DalVit 1 ! -Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis Cgenesis engineering group, Ilc. 2601 Cantu Ct., Suite 501 sarasota, fl 34232 www geneng.net coa #29304 project #18-189FL Professional Seal SA .•••....•.�r� • �CENs•%..Cp F No. 85866 : * — _ I2.-A �b STATE OF : �a iO�•'•.�0R10:�'$4v No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: BV Checked By: SS Project Number: 18190 Sheet Title ELECTRICAL LEGEND, NOTES & ABBREVIATIONS Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number EOOO - -- _ - - - - - - I _ I - I I I 1T i -- -- IT i.,11.r77i. .,n" _, ,,nrrr �, .. .. I I I- - 1 nA111i vim - - --I -J------ - II I LOW VOLTAGE SYSTEMS GENERAL NOTE ELECTRICAL SPECIFICATIONS AND GENERAL NOTES THE OWNER LOW VOLTAGE SYSTEMS CONTRACTOR FOR TELEPHONE, DATA, CABLE TV, ELECTRONIC SECURITY SYSTEMS (INTRUSION DETECTION SYSTEM (IDS), ACCESS CONTROL SYSTEM (ACS), NURSE CALL SYSTEMS, ETC. SHALL PROVIDE A COMPLETE SET OF EACH SYSTEM SHOP DRAWINGS SUBMITTALS REFLECTING A FULLY -FUNCTIONAL INSTALLATION AS PER OWNER REQUIREMENTS AND SPECIFICATIONS AFFECTED BY THIS NEW DEMOLITION AND RENOVATION WORK. BIDS SHALL BE BASED UPON SUCH A SYSTEM, CHANGE ORDERS FOR ADDITIONAL REQUIRED COMPONENTS AND WIRING NOT SHOWN IN EACH SYSTEM SHOP DRAWING PLANS WILL NOT BE APPROVED. THE LOW VOLTAGE SYSTEMS CONTRACTOR SHALL COORDINATE WITH OWNER REPRESENTATIVE FOR THE EXACT LOW VOLTAGE SYSTEMS REQUIREMENTS AND SPECIFICATIONS PRIOR TO BIDDING AND COMMENCING ANY WORK IN THIS SITE. ELECTRICAL CONTRACTOR (EC) SHALL PROVIDE ROUGH -IN INSTALLATION OF OUTLET BOXES, PULLBOXES, EMPTY CONDUITS WITH PULLSTRINGS, ETC. AND 120V BRANCH CIRCUIT WIRING CONNECTION AS REQUIRED PER FINAL APPROVED LOW VOLTAGE SYSTEMS SHOP DRAWINGS SUBMITTALS. EC SHALL COORDINATE ALL WORK WITH LOW VOLTAGE SYSTEMS CONTRACTOR FOR THE EXACT ELECTRICAL REQUIREMENTS PRIOR TO START OF CONSTRUCTION. MODIFICATIONS TO EXISTING SYSTEMS: 1. LOW VOLTAGE SYSTEMS CONTRACTOR SHALL PROVIDE ALL NEW LOW VOLTAGE SYSTEMS EQUIPMENT, DEVICES, CABLING, WIRING, COMPONENTS, ETC. AND ALL ASSOCIATED ITEMS AS REQUIRED FOR COMPLETE INSTALLATION AND SATISFACTORY OPERATION OF ALL LOW VOLTAGE SYSTEMS. 2. LOW VOLTAGE SYSTEMS CONTRACTOR SHALL PROVIDE ALL PROGRAMMING, TESTING, ETC. TO ACCOMMODATE THE NEW LOW VOLTAGE SYSTEMS AS INDICATED ON THE FINAL APPROVED LOW VOLTAGE SYSTEMS SHOP DRAWINGS SUBMITTALS. 3. EC SHALL COORDINATE ALL WORK WITH LOW VOLTAGE SYSTEMS CONTRACTOR, SYSTEMS MANUFACTURER, VENDOR, AND LOCAL SERVICE PROVIDERS PRIOR TO COMMENCING ANY WORK IN THIS SITE. NOTE: LOW VOLTAGE SYSTEMS SHOP DRAWINGS ARE NOT AVAILABLE AT THIS TIME. THE THREE (3) SETS OF LOW VOLTAGE SYSTEMS SHOP DRAWINGS WILL BE SUBMITTED TO QUORUM SERVICES FOR REVIEWAND BEFORE INSTALLATION OF THE LOWVOLTAGE SYSTEMS. ONCE THE LOW VOLTAGE SYSTEMS PLANS HAVE BEEN APPROVED BY QUORUM SERVICES, THE LOW VOLTAGE SYSTEMS CONTRACTOR WILL NEED TO SUBMIT THE PLANS APPROVED BY QUORUM SERVICES ALONG WITH A PERMIT APPLICATION TO THE LOCAL COUNTY BUILDING PERMIT DIVISION AS A REVISION TO THE BUILDING PERMIT. LIGHTING SYSTEM FUNCTIONAL TESTING BEFORE FINAL INSPECTION A FACTORY CONTROL CONSULTANT SHALL PROVIDE EVIDENCE THAT LIGHTING CONTROLS HAVE BEEN TESTED, CALIBRATED, ADJUSTED, PROGRAMMED AND ARE IN WORKING CONDITION. • TEST OCCUPANCY SENSORS RESPONSIVENESS. • TEST OCCUPANCY SENSORS FOR DELAYED AUTOMATIC TIME OFF. • TEST AUTO TIMECLOCK PROPER OPERATION IN LIGHTING CONTROL PANEL. • TEST LOW VOLTAGE SWITCHES FOR PROPER OPERATION. PROVIDE OWNER DOCUMENTS CERTIFYING LIGHTING CONTROLS MEET PERFORMANCE CRITERIA WITHIN 90 DAYS AFTER CERTIFICATE OF OCCUPANCY. INTERIOR LUMINAIRE SCHEDULE TAG TYPE MANUFACTURER CATALOG NUMBER VOLT LAMP WATTS LUMENS INSTALLATION A 2X4 LED FIXTURE WITH LENS LITHONIA 2FSL4-60L-EZ1-LP835 120 LED/3500K 43.9 5474 RECESSED B 2X4 LED FIXTURE WITH LENS LITHONIA 2FSL4-48L-EZ1-LP835 120 LED/3500K 39.1 4947 RECESSED BE 2X4 LED FIXTURE WITH LENS LITHONIA 2FSL4-48L-EZ1-LP835-EL14L 120 LED/3500K 39.1 4947 RECESSED WITH EMERG BATTERY PACK UNIT (1400 LUMENS) C 2X2 LED FIXTURE WITH LENS LITHONIA 2FSL2-33L-EZ1-LP835 120 LED/3500K 30.1 3776 RECESSED CE 2X2 LED FIXTURE WITH LENS LITHONIA 2FSL2-33L-EZ1-LP835-EL14L 120 LED/3500K 30.1 3776 RECESSED WITH EMERG BATTERY PACK UNIT (1400 LUMENS) D 6" ROUND LED DOWNLIGHT FIXTURE JUNO TC22LED-G4-09LM-35K-90CRI-MVOLT 120 LED/3500K 16.1 900 RECESSED WITH SLOPE CEILING ADAPTER ZT10-27 CWH - SLOPE CEILING ADAPTER E 6" ROUND LED DOWNLIGHT FIXTURE JUNO TC22LED-G4-09LM-35K-90CRI- 120 LED/3500K 16.1 900 RECESSED MVOLT ZT10-27 CWH EE 6" ROUND LED DOWNLIGHT FIXTURE JUNO TC22LED-G4-09LM-35K-90CRI- 120 LED/3500K 18.9 900 RECESSED WITH EMERG BATTERY PACK UNIT (1400 LUMENS) MVOLT ZT10-BR-27 CWH F LED DECORATIVE VANITY LIGHT FIXTURE LITHONIA WL2-18L-D20-LP835-NX 120 LED/3500K 18 900 SURFACE ON FLUSH MTD OUTLET BOX IN WALL G LED UNDER CABINET LIGHT FIXTURE LITHONIA UCLD-241N-35K-90CR1-SWR-WH 120 LED/3500K 12.5 740 SURFACE ON FLUSH MTD OUTLET BOX SC LED ARCHITECTURAL WALL LIGHT LITHONIA WSR LED-2-10A700/40K-SR3-120- 120 LED/4000K 47 4028 SURFACE ON FLUSH MTD (U.L. WET LOCATION) DNAXD OUTLET BOX IN WALL SD LED ARCHITECTURAL EMERGENCY WALL LIGHT LITHONIA WSR LED-2-10A700/40K-SR3-120- 120 LED/4000K 53 4028 SURFACE ON FLUSH MTD W/ EM BATTERY PACK UNIT (U.L. WET LOCATION) ELCW-DNAXD OUTLET BOX IN WALL X SINGLE FACE LED EXIT LIGHT W/ RED LETTERS LITHONIA LQM-S-W-3R-129-EL-N 120 LED 5 _ UNIVERSAL - SURFACE ON ON WHITE HOUSING & EMERG BATTERY PACK UNIT FLUSH MTD OUTLET BOX X2 DOUBLE FACE LED EXIT LIGHT W/ RED LETTERS LITHONIA LQM-S-W 3R-129-EL-N 120 LED 5 _ UNIVERSAL -SURFACE ON ON WHITE HOUSING & EMERG BATTERY PACK UNIT FLUSH MTD OUTLET BOX GENERAL NOTES: 1. NO SUBSTITUTION. 2. ALL FIXTURES TO BE PROVIDED WITH LAMPS INSTALLED. 3. ALL FIXTURES TO BE PROVIDED WITH REQUIRED MOUNTING HARDWARE FOR INSTALLATION TYPE SHOWN. 4. PROVIDE APPROVED IC -RATED ENCLOSURE AROUND THE FIXTURES WHERE REQUIRED. REFER TO FINAL APPROVED ARCHITECTURAL PLANS FOR THE EXACT LOCATION AND ADDITIONAL INFORMATION. PROGRAMMABLE LIGHTING CONTROL PANEL "LCP" SCHEDULE RELAY SOURCE CKT. LOAD DESCRIPTION VOLTAGE LOW VOLTAGE SWITCH ID CONTROL 1 L-1 BUILDING SIGN - NORTHEAST EXTERIOR WALL 120 - TIMECLOCK "ON", TIME CLOCK "OFF" 2 L-3 SHOW WINDOW SIGN - WAITING 101 120 - TIMECLOCK "ON", TIME CLOCK "OFF" 3 L-5 LIGHTING- EAST, WEST, NORTH AND SOUTH EXTERIOR WALLS 120 - TIMECLOCK "ON", TIME CLOCK "OFF" 4 L-7 LIGHTING - FRONT ENTRANCE CANOPY AND SITE LIGHTING 120 - TIMECLOCK "ON", TIME CLOCK "OFF" 5 L-9 LIGHTING - WAITING 101 AND CHECK -IN / CHECK-OUT 102 120 a MANUAL "ON", TIME CLOCK "OFF" 6 L-11 LTG - PATIENT CORR. 117 & MA / CLINIC NURSE STATIONS 118 120 b MANUAL "ON", TIME CLOCK "OFF" 7 L-13 LIGHTING - TEAM WORK 126 120 c MANUAL "ON", TIME CLOCK "OFF" 8 L-24 LIGHTING - SITE PARKING LOT 120 TIMECLOCK "ON", TIME CLOCK "OFF" LIGHTING CONTROL PANEL SHALL HAVE ASTRONOMIC TIMECLOCK AND DIGITAL MODEM IN NEMA-1 ENCLOSURE WITH LOCKABLE DOOR. SEE LIGHTING CONTROL PANEL (LCP) NOTES, THIS SHEET, FOR ADDITIONAL INFORMATION. LIGHTING CONTROL PANEL (LCP) NOTES PROVIDE COMPLETE LIGHTING CONTROL SYSTEM AND LIGHTING CONTROL PANEL (LCP). LCP SHALL BE 20A, 8P CIRCUITS, PROGRAMMABLE WITH ASTRONOMIC TIMECLOCK, 120V COIL IN NEMA-1 ENCLOSURE WITH LOCKABLE DOOR, SURFACE MOUNTED ON WALL. LIGHTING CONTROL PANEL SHALL INCLUDE THE FOLLOWING: 1. OVERRIDE PUSHBUTTON AND ALL ASSOCIATED CONTROL WIRING. 2. LOW VOLTAGE (4) - BUTTON OVERRIDE SWITCHES (a, b, c, d (Master)) SHALL ALLOW AN OCCUPANT TO KEEP THE LIGHTS ON FOR ADDITIONAL TWO (2)-HOURS AND SHALL HAVE A PILOT LIGHT NEATLY LABELED DESCRIBING THE AREA IT CONTROLS. 3. ALL COMPONENTS SHALL BE FROM THE SAME MANUFACTURER. 4. COORDINATE EXACT TIME SETTING WITH THE OWNER. 5. PROVIDE PHOTOCELL DEVICE MOUNTED AT EAVE (NORTH WALL) FACING NORTH. 6. PROVIDE LOW VOLTAGE CONCEALED CABLING CONNECTION TO LOW VOLTAGE SWITCHES. SEE LIGHTING CONTROL PANEL (LCP) SCHEDULE, THIS SHEET, FOR ADDITIONAL INFORMATION. 1. ALL ELECTRICAL WORK AND MATERIAL SHALL BE NEW AND PROVIDED BY THE CONTRACTOR. THE WORK, APPARATUS AND MATERIALS WHICH SHALL BE FURNISHED UNDER THE ELECTRICAL SPECIFICATIONS AND ACCOMPANYING DRAWINGS SHALL INCLUDE ALL ITEMS SPECIFIED HEREINAFTER AND SHOWN ON THE DRAWINGS. ALL OTHER MATERIALS NECESSARY FOR THE COMPLETE INSTALLATION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR TO PROVIDE COMPLETE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS. 2. THE ELECTRICAL DRAWINGS ARE SCHEMATIC IN NATURE, BEFORE STARTING THE WORK THE CONTRACTOR SHALL REVIEW ALL OTHER DISCIPLINE DRAWINGS AND VERIFY FIELD CONDITIONS AND SHALL MAKE ANY REQUIRED MINOR ADJUSTMENTS WITHOUT EXTRA COST TO THE OWNER. ANY MAJOR DISCREPANCIES FOUND SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE GENERAL CONTRACTOR (GC). 3. CONTRACTOR SHALL EXTEND THE SERVICE FROM THE POINT OF SERVICE ATTACHMENT FURNISHING ALL PROTECTIVE DEVICES, CONDUCTORS, SUPPORTS, RACEWAYS, ETC. TO PROVIDE COMPLETE ELECTRICAL SYSTEMS TO SERVE MOTOR LOADS, LIGHTING LOADS AND MISCELLANEOUS ELECTRICAL LOADS, AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREINAFTER. THE WORK SHALL INCLUDE COMPLETE TESTING OF ALL EQUIPMENT AND WIRING AT THE COMPLETION OF THE WORK AND MAKING ANY MINOR CONNECTION CHANGES OR ADJUSTMENTS NECESSARY FOR THE PROPER FUNCTIONING OF ALL SYSTEMS AND EQUIPMENT. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND NO SUBSTANDARD WORK WILL BE ACCEPTED. 4. CONTRACTOR SHALL REFER TO INTERIOR ARCHITECTURAL DRAWINGS FOR EXACT MOUNTING HEIGHTS AND/OR LOCATIONS OF ALL LIGHTING FIXTURES SWITCHES, OUTLETS AND WIRING DEVICES AND SHALL PERFORM ALL WORK NOTED ON PLANS, IN NOTES OR IN DETAILS RELATED TO ELECTRICAL HORIZONTAL MOUNT WHERE DIRECTED BY ARCHITECT. COORDINATE WITH MILLWORK CONTRACTOR AND OTHER TRADES PRIOR TO COMMENCING ANY WORK. 5. ALL WORK SHALL BE PERFORMED DURING TIME PERIODS ACCEPTABLE TO THE BUILDING FACILITY PROJECT MANAGER. SCHEDULE ALL WORK WITH THE GC BEFORE PROCEEDING. 6. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL ENSURE THAT ALL SYSTEMS OPERATE AS DESIGNED AND SHALL REVIEW THEIR OPERATION WITH THE GC, THE OWNER PERSONNEL AND TENANT. COMPLETE SET OF AS -BUILT DRAWINGS SHALL BE COMPILED BY THE CONTRACTOR AND ISSUED TO THE GC AND ARCHITECT UPON COMPLETION OF CONSTRUCTION AND TESTING. 7. THE CONTRACTOR SHALL MEET AT THE SITE AND COORDINATE ALL REQUIRED POWER SERVICE CONNECTION WITH THE LOCAL UTILITY POWER COMPANY AND LOW VOLTAGE SYSTEMS WITH THE LOCAL PROVIDER IN THIS AREA PRIOR TO CONSTRUCTION. AT THAT TIME, THE CONTRACTOR SHALL COORDINATE ALL RELATED WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNER'S SCHEDULE. 8. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, RIGID GALVANIZED CONDUIT OR SCHEDULE 40 P.V.C. MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE THREE (3). THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL. NO CONDUITS SHALL BE INSTALLED, EXPOSED ON ROOF. 9. CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: 208V SYSTEM PHASE SEQUENCE NEUTRAL - WHITE ABC, TOP TO BOTTOM PHASE A - BLACK LEFT TO RIGHT, FRONT PHASE B - RED TO BACK PHASE C - BLUE GRD.CON - GREEN 10. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPLETED ELECTRICAL SYSTEMS ARE TO BE FULLY OPERABLE AND ACCEPTABLE TO THE GC, ARCHITECT AND ENGINEER OF RECORD. 11, IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM, AND PROVIDE ALL NECESSARY DEVICES AND COMPONENTS FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12. MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH ALL KEY CODES AND STANDARDS AS INDICATED ON SHEET E-0.0. EQUIPMENT AND DEVICES WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES, INC. QUALITY AND WORKMANSHIP ESTABLISHED BY THE DRAWINGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE ABOVE MENTIONED KEY CODES AND STANDARDS. 13. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 14. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS TO BE COMPLETED WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 15. ALL CONDUCTORS SHALL BE IN CONDUIT, UNLESS OTHERWISE NOTED. MINIMUM CONDUIT SIZE SHALL BE 3/4". MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG. ALL BRANCH CIRCUITS SHALL BE PROVIDED WITH AN INDIVIDUAL NEUTRAL AND GROUNDING CONDUCTOR WITH THE PHASE CONDUCTORS. ALL CONDUCTORS SHALL BE COPPER WITH THWN/THHN INSULATION. CONDUCTORS #10 AND SMALLER MAY BE SOLID; ALL THOSE #8 AND LARGER TO BE STRANDED. 16. A SEPARATE, GREEN TYPE THWN/THHN COPPER EQUIPMENT GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. 17. A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AN APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250.122 OF THE NEC. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR(S). 18. ALL UNDERGROUND RACEWAYS SHALL BE MINIMUM 3/4", GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. 19. IF APPLICABLE, ALL UNDERGROUND SERVICE CONDUITS/RACEWAYS ENTERING THE BUILDING OR STRUCTURE FROM OUTSIDE TO INSIDE SHALL BE SEALED, INCLUDING SPARE CONDUITS SEALANT SHALL BE SUITABLE FOR THIS USE. NOTE: PROVIDE APPROVED BLOCK OPENING, SIZE AS REQUIRED, FOR ALL CONDUITS ENTERING THE BUILDING. COORDINATE WITH THE PROJECT STRUCTURAL ENGINEER FOR EXACT SIZE, LOCATION AND QUANTITY OF BLOCK OPENING PRIOR TO COMMENCING ANY WORK. 20. ALL UNDERGROUND PVC CONDUIT RUNS SHALL HAVE RIGID STEEL ELBOWS AND RIGID STEEL SECTIONS ABOVE AT SLAB PENETRATIONS WHERE SUBJECT TO POSSIBLE DAMAGE. 21. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS, AND BE OF SPECIAL CONSTRUCTION FOR OTHER CLASSIFIED AREAS. ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHEREVER POSSIBLE. 22. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE AS REQUIRED BY NEC AND LOCATION (WEATHERPROOF, EXPLOSION PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS, DISCONNECT SWITCHES, CONTACTORS, MOTOR STARTERS AND ALL OTHER ELECTRICAL EQUIPMENT. 23. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL MATCH EXISTING FUSES LOCATED AT THE NEARBY EXISTING BUILDING. THE CONTRACTOR SHALL FURNISH TO THE GOVERNMENT ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS RK1, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL BE CLASS L. 24. ALL GENERAL PURPOSE SWITCHES, RECEPTACLES, COVER PLATES, ETC. SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER AS PER OWNER FACILITY STANDARD REQUIREMENTS AND SPECIFICATIONS. NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. 25. ALL ELECTRICAL EQUIPMENT AND DEVICES SHALL BE MOUNTED AS PER EQUIPMENT AND DEVICE MANUFACTURER RECOMMENDATIONS. 26. ALL JUNCTION BOXES TO BE DESIGNATED WITH PERMANENT MARKER INDICATING PANELBOARD AND CIRCUIT NUMBERS OF BRANCH CIRCUIT WIRING CONTAINED WITHIN. 27. GROUND RODS SHALL BE 3/4" DIAMETER, TEN (10) FEET LONG COPPERCLAD STEEL. OBTAIN TWENTY FIVE (25) OHMS MAXIMUM RESISTANCE AS READ WITH A GROUNDING RESISTANCE TESTER, USING TWO REFERENCE RODS. IF TWENTY FIVE (25) OHMS CANNOT BE ACHIEVED, CONTRACTOR SHALL PROVIDE ADDITIONAL RODS, UNTIL TWENTY FIVE (25) HAS BEEN OBTAINED. 28. INSTALL LABEL TAGS ON ALL WIRE AND CABLE IN JUNCTION BOXES AND WIRING GUTTERS OF PANELBOARDS. TAGS SHALL IDENTIFY WIRE OR CABLE CIRCUIT NUMBER AND/OR EQUIPMENT SERVED AS SHOWN ON THE DRAWINGS. 29. LOAD DATA IS BASED ON INFORMATION GIVEN TO THE ENGINEER AT THE TIME OF DESIGN. FIELD VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. 30. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANELBOARD SIZES. THE CONTRACTOR IS TO PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. 31. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING, AND CONNECTIONS ON ALL HVAC SYSTEM AS SHOWN ON PLANS, UNLESS OTHERWISE NOTED. ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS IN CONDUITS. 32. THE DISCONNECT SWITCH, FUSE SIZES, CONDUIT AND WIRE SHOWN FOR ALL HVAC ARE SIZED PER THE MANUFACTURER, AND MODEL NUMBER LISTED ON THE MECHANICAL PLANS. IF THERE IS AN EQUAL MANUFACTURER, OR OTHER MANUFACTURER PROVIDED, THE MECHANICAL GENERAL CONTRACTOR SHALL BEAR ANY ADDITIONAL COST INCURRED IF THE ELECTRICAL IS NOT EQUAL TO THE SPECIFICATIONS. 33. ALL PANELBOARDS, STARTERS, CONTACTORS, ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. ALL PANELBOARDS SHALL HAVE BOLT -ON TYPE CIRCUIT BREAKERS AND FULLY RATED. TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED. 34. TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED TO INSIDE SURFACE OF EACH PANELBOARD DOOR, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CIRCUIT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED DIRECTORIES WILL NOT BE ACCEPTED. 35. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELBOARDS, DISCONNECT SWITCHES, ETC. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. 36. PROVIDED LAMINATED PLASTIC NAMEPLATES FOR EACH EQUIPMENT ENCLOSURE. EACH NAMEPLATE IDENTIFY EQUIPMENT FUNCTION, PANELBOARD CONNECTED AND CIRCUIT NUMBER. NAMEPLATE SHALL BE MELAMINE PLASTIC (0.125 INCHES THICK), WHITE LETTERS ON BLACK BACKGROUND. MINIMUM SIZE OF LETTERS SHALL BE 2.5 INCHES. IN ADDITION TO EQUIPMENT TAGGING, CONTRACTOR SHALL PROVIDE ARC -FLASH WARNING SIGNS FOR ALL ELECTRICAL EQUIPMENT AS PER MANUFACTURER REQUIREMENTS AND SPECIFICATIONS. NOTE: ALL NAMEPLATE CONNECTED TO THE EMERGENCY GENERATOR SHALL BE WHITE LETTERS ON RED BACKGROUND. 37. PROVIDE COMPUTER PRINTED ON WHITE WRAPAROUND PAPER WITH CLEAR PLASTIC PROTECTION TAIL FOR ALL WIRE MARKERS. MARKER SHALL STATE PANELBOARD NAME AND CIRCUIT NUMBER ON ALL WIRES IN JUNCTION/PULL BOXES AND IN EQUIPMENT TERMINAL BOXES. 38. PROVIDE PUNCHED TAPE LABELS ON ALL WIRING DEVICES FOR IDENTIFICATION. IT SHALL BE 1/2" BLACK TAPE WITH WHITE RAISED LETTERS. TAPE LABELS SHALL STATE PANELBOARD NAME AND CIRCUIT NUMBER. NOTE: RED TAPE WITH WHITE RAISED LETTERS FOR OTHERS CONNECTED TO EMERGENCY POWER. 39. BALANCE ALL LOADS ON EACH PANELBOARD WITHIN 10%. 40. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED SHALL BE NEW AND FREE OF DEFECTS. ALL ELECTRICAL EQUIPMENT SHALL COMPLY WITH NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) STANDARDS AND SHALL BE UL LABELED. ALL ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN A WORKMANLIKE MANNER. 41. PROVIDE INSULATION AND CONTINUITY TEST OF ALL 1000V AND LESS WIRES AND CABLES PER ELECTRICAL SPECIFICATIONS. 42. CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ALL CONDUIT PENETRATIONS MADE THROUGH FIRE RATED WALLS, CEILINGS, SLABS, ETC. PENETRATION SEALS SHALL BE PER UL ASSEMBLY STANDARDS. 43. PROVIDE STARTUP OF ALL ELECTRICAL SYSTEMS AND COORDINATE WITH THE GC FOR OWNER AND TENANT PERSONNEL STARTUP WITNESSING. 44. CONTRACTOR SHALL PROVIDE COMPLETE SHOP DRAWING SUBMITTALS FOR REVIEW AND APPROVAL OF THE LIGHT FIXTURES, LIGHTING CONTROL PANEL, WIRING DEVICES, CONTROL PANEL, PANELBOARD, CIRCUIT BREAKERS, CONDUITS, CONDUCTORS, ETC. AND LOW VOLTAGE SYSTEMS (TELEPHONE, DATA, ELECTRONIC SECURITY SYSTEMS (INTRUSION DETECTION SYSTEM, SECURITY ACCESS CONTROL, SECURITY VIDEO SURVEILLANCE CAMERAS (CCTV)), AUDIONISUAL, CABLE TV (CATV) AND OTHER RELATED LOW VOLTAGE SYSTEMS REQUIRED AND SPECIFIED BY THE OWNER WHICH ARE NOT SHOWN IN THE ELECTRICAL PLANS (FIELD VERIFY WITH OWNER REPRESENTATIVE). EACH SEPARATE AND COMPLETE LOW VOLTAGE SYSTEM SHOP DRAWINGS SUBMITTALS SHALL INCLUDE 1/8" FLOOR PLANS WITH DIMENSIONS, LEGEND, ABBREVIATIONS, WIRING DIAGRAMS, RISER DIAGRAMS, GENERAL NOTES, KEYNOTES, BATTERY CALCULATIONS, POWER REQUIREMENTS, HARDWARE, ACCESSORIES INCLUDING ASSOCIATED EQUIPMENT, DEVICES, COMPONENTS, ETC.INCLUDING ALL RELATED DOCUMENTS AND INFORMATION FOR OWNER, GC, ARCHITECT AND ENGINEER OF RECORD TO MAKE A SOUND EVALUATION. 45. THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWING FROM TIME TO TIME TO INDICATE CHANGES IN THE WORK. WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED, THE CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY. BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE OF THE WORK INDICATED BY THE REVISED DRAWINGS OR REVISIONS. THE CONTRACTOR SHALL NOTIFY THE GC IN WRITING THAT THE REVISED DRAWINGS INVOLVE AN ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF MONEY TO THE CONTRACT PRICE. THE CONTRACTOR SHALL NOT PROCEED WITH THE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY THE GC OF THE COST OF THE REVISED WORK. 46. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DRAWINGS AT THE JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OF WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE SEPARATED FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT, WIRE, ETC. IS TO BE MARKED WHEN INSTALLED. USE GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATE FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE OWNER. 47. IT IS THE RESPONSIBILITY OF ALL BIDDERS TO THOROUGHLY REVIEW AND UNDERSTAND ALL CONSTRUCTION DOCUMENTS. THIS INCLUDES BUT IS NOT LIMITED TO ALL DRAWINGS, SPECIFICATION SECTIONS, ETC. THE DRAWINGS ARE SCHEMATIC IN NATURE, THEREFORE BEFORE STARTING ANY WORK, THE CONTRACTORS SHALL REVIEW ALL OTHER CONSTRUCTION DOCUMENTS, VERIFY FIELD CONDITIONS AND SHALL MAKE ANY REQUIRED MINOR ADJUSTMENTS WITHOUT EXTRA COST TO THE OWNER. ANY MAJOR DISCREPANCIES FOUND SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ARCHITECT/ENGINEER. THE BASE BID SHALL REFLECT THE TOTAL COST OF NEW EQUIPMENT INSTALLATION, THIS INCLUDES LABOR, ALL ELECTRICAL EQUIPMENT, CONTROL SYSTEMS, ETC. AND ALL OTHER ASSOCIATED MATERIALS FOR THE CONTRACTORS TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM, AND PROVIDE ALL NECESSARY DEVICES, COMPONENTS, ETC. FOR ALL EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. NO CHANGE ORDERS SHALL BE ISSUED WITHOUT WRITTEN CONSENT AND APPROVAL FROM ARCHITECT/ENGINEER AND OWNER. 48. ELECTRICAL CONTRACTOR SHALL NOT ORDER ANY MATERIALS OR START ANY CONSTRUCTION UNTIL THE OWNER REPRESENTATIVE HAS APPROVED ALL RELATED SHOP DRAWINGS SUBMITTALS. 49. IF ELECTRICAL CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON ELECTRICAL DOCUMENTS, IT IS THEIR RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF THE ELECTRICAL ENGINEER/ARCHITECT/OWNER IMMEDIATELY. IF ELECTRICAL CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELECTRICAL ENGINEER/ARCHITECT/OWNER WILL NOT BE COMPENSATED. 6i design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.com #AA0003393 All reproduction 8 intellectual property rights reserved 2017 D)_"`,Vita Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis genesis, engineering group, lic. 2601 Cantu Ct., Suite 501 sarasota, fl 34232 w..geneng.net coa#29304 project#18-189FL Professional Seal �,% � ..ram •• 'i IG�' E�S�L"V��_ V866 �-' ID t _ �17 STATE OF ' A; No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: BV Checked By: SS Project Number: 18190 Sheet Title ELECTRICAL SPECIFICATIONS, NOTES & SCHEDS Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number E001 CALCULATION SUMMARY LABEL CALCULATION TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN DESCRIPTION BOUNDERY LINE ILLUMINANCE FC 0.37 3.3 0.0 NA NA HORIZONTAL LINE OF CALCULATION AT ZERO FEET AFG AREA UNDER CANOPY ILLUMINANCE FC 9.84 29.2 0.6 16.40 48.67 HORIZONTAL PLANE OF CALCULATION AT ZERO FEET AFG PARKING AREA AND DRIVES ILLUMINANCE FC 1.73 12.6 0.0 NA NA HORIZONTAL PLANE OF CALCULATION AT ZERO FEET AFG OBJECT SUMMARY LABEL TYPE DESCRIPTION BUILDING POLYGON - FLAT BUILDING AT 20 FT AFG REFLECTANCE 20% CANOPY PLANAR CANOPY AT 10 FT AFG REFLECTANCE 50% FIXTURE TYPE 'SA' 2 SCALE: NONE SONOTUBE FORM PLAN VIEW 24-1 ROUND I I #2 BARE COPPER GROUND a WIRE. PROVIDE APPROVED GRADE OR GROUNDING/BONDING PAVING b e e CONNECTION TO STEEL POLE e -_ ° - e II-III=III=11 II-III=III- #3 TIES AT I 2"OC.-11 ° 1J II 1��l o ° _ LO BACKFILL & COMPACT TO 90% IN 6" LIFTS 8 #6 REIF. BARS 5/8" x 8'-0" COPPER GROUND ROD (DRIVEN) NOTE: ELECTRICAL CONTRACTOR SHALL COORDINATE POLE SIZE BOLT TEMPLATE PRIOR TO FORMING BASE. STEEL POLE AND POLE BASE SHALL BE RATED AND INSTALLED TO WITHSTAND THE 140 MPH GUST WIND. EXACT DEPTH OF CONCRETE BASE SHALL BE DETERMINED IN THE FIELD. CONSULT WITH STRUCTURAL PROFESSIONAL ENGINEER AS NEEDED. 3 TYPICAL POLE BASE DETAIL GENERAL NOTES A. REFER TO FINAL APPROVED CIVIL SITE PLAN AND ARCHITECTURAL SITE PLAN FOR ADDITIONAL INFORMATION. B. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE WITH LOCAL UNDERGROUND UTILITY LOCATING SERVICES PRIOR TO START DIGGING AND COMMENCING ANY WORK IN THIS SITE. C. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH DUKE ENERGY PROJECT ENGINEER AT THE JOB SITE PRIOR TO START OF CONSTRUCTION IN THIS SITE. SEE SITE PLAN KEYNOTE #2, THIS SHEET, FOR ADDITIONAL INFORMATION. D. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE AND CAN PROVIDER REGARDING THE EXACT LOW VOLTAGE SYSTEMS REQUIREMENTS PRIOR TO COMMENCING ANY WORK IN THIS SITE. E. PROVIDE REQUIRED SEPARATE PERMITS AND DATA CUT SHEETS SUBMITTALS FOR ALL SITE LIGHTING AND ASSOCIATED EQUIPMENT, ALL LOW VOLTAGE SYSTEMS TO INCLUDE BUT NOT LIMITED TO FIRE ALARM, ELECTRONIC SECURITY SYSTEMS (INTRUSION DETECTION, CARD ACCESS CONTROLS, CCTV, ETC.), TELEPHONE, DATA, WIRELESS SYSTEMS, CABLE TV (CAN), AND BUILDING SIGNAGE. F. ELECTRICAL CONTRACTOR SHALL INSTALL ALL ELECTRICAL EQUIPMENT, DEVICES AND MAINTAIN MOUNTING HEIGHT OF SIX (6) INCHES FROM THE BOTTOM OF EQUIPMENT TO THE ABOVE BASELINE FLOOD ELEVATION PER STATE AND CITY REGULATORY AGENCIES. Q SITE PLAN KEYNOTES 1. DUKE ENERGY EXISTING UTILITY POLE WITH POLE MOUNTED TRANSFORMERS. SEE POWER RISER DIAGRAM ON SHEET E301 FOR ADDITIONAL INFORMATION. 2. EXISTING SERVICE METER. SEE POWER RISER DIAGRAM KEYNOTE #1 ON SHEET E301 FOR ADDITIONAL INFORMATION. 3. EXISTING UTILITY POLE / LIGHT FIXTURE(S) TO REMAIN, INCLUDING ASSOCIATED ITEMS. 4. NEW POLE / LIGHT FIXTURE. SEE POLE BASE DETAIL AND SITE LUMINAIRE SCHEDULE, THIS SHEET, FOR ADDITIONAL INFORMATION. PROVIDE UNDERGROUND HOMERUN BRANCH CIRCUIT WIRING CONNECTION TO PANEL AND CIRCUIT AS SHOWN VIA LCP WITH 2 #10 THWN/THHN CU, 1 #10 THWN/THHN CU IN 3/4" C. 5. NEW TYPE'SB' CANOPY LIGHT FIXTURE. SEE KEYNOTE #9 ON SHEET E104 FOR ADDITIONAL INFORMATION. SEE SITE LUMINAIRE SCHEDULE, THIS SHEET. 6. NEW LIGHT FIXTURE AS INDICATED. SEE KEYNOTES #7 AND #11 ON SHEET E104 FOR ADDITIONAL INFORMATION. SEE SITE LUMINAIRE SCHEDULE, THIS SHEET. SITE LUMINAIRE SCHEDULE SYMBOL TYPE MANUFACTURER CATALOG NO. VOLT LAMPS MOUNTING LLF QUANTITY LUMENS WATTS SA-BLC' LITHONIA DSXO LED-P4-30K-BLC-120-DNAXD 120 LED MODULE POLE - BOTTOM OF FIXTURE @ 25' AFG 0.912 SEE PLAN 8.035 92 0_- SA-RCCO' LITHONIA DSXO LED-P4-30K-RCCO-120-DNAXD 120 LED MODULE POLE - BOTTOM OF FIXTURE @ 25' AFG 0.912 SEE PLAN 5,981 92 •--=] SA-T4M HS' LITHONIA DSX2 LED-P4-30K-T4M-120-HS-DNAXD 120 LED MODULE POLE - BOTTOM OF FIXTURE @ 25' AFG 0.912 SEE PLAN 23,545 270 to 'SB' JUNO TC22LED-G4-09LM-35K-90CRI-EZX-27 CWH 120 LED MODULE RECESSED IN CANOPY CEILING 0.912 SEE PLAN 1,234 16.1 'SC' LITHONIA WSR LED-2-10A700/4OK-SR3-120-DNAXD 120 LED MODULE SURFACE ON FLUSH MOUNTED OUTLET 0.912 SEE PLAN 4,055 47 BOX IN EXTERIOR WALL 'SD' LITHONIA WSR LED-2-10A700/40K-SR3-120-ELCW-DNAXD 120 LED MODULE SURFACE ON FLUSH MOUNTED OUTLET 0.912 SEE PLAN 4,055 47 BOX IN EXTERIOR WALL POLE: POWDER COATED STEEL SQUARE POLE. ANCHOR BOLTS AND BASE COVE INLUDED. SEE POLE BASE DETAIL, THIS SHEET. STEEL POLE SHALL BE RATED TO WITHSTAND 140 MPH GUST WIND. GENERAL NOTES: 1. PROVIDE NECESSARY MOUNTING HARDWARE AND ACCESSORIES FOR ALL LUMINAIRES. 2. FIXTURE AND STEEL SQUARE POLE FINISH SHALL BE NATURAL ALUMINUM, UNLESS OTHERWISE DIRECTED BY OWNER/ARCHITECT. 3. NO SUBSTITUTION. Q � 3" 0.2 1 l` �` "'4111 0 .�'2 0. 1 , \ �I 2 . 1. 1 . 0 . `7 0.3 0.0 0 'SA RCCO' 4 a . �L- 4 (VIA L P) `. 0.6 3.1 2.5 1.7 1.2 + °�'�` 0.5 0.0 0. 6.4lc(° ` SB' _c�ax� :, 0 � ` \ 2. 2.4 1.8 1.3 3.4 + �� 1.3 0.1 0.1 \ 1 8• i S t 0 \ ,` (?3. 9 1. 9 1. 4 1. 0 1. 4 1; 0 0 .2 0'y S' 1 J Q , , q• 5 1. 1 1. 1 1 v';2 . 3 v4 Sg� ll g 0. 5 0.2 g !3 1.2 2 . 7�,. 0 7 '�. 8 1 " + Ski +'`,® + 1.0 k�": r 1A 9 4.7 0.7~v' \ E .. 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'.;, EXIST 5 :13 2. 6 2 'METER'' \+ SD' 6 ` � 134 + + + + + +' �•3 0,.5 1.3 1+ + + +.5 1.4 0.9 �.� 0.2 0.1 0.3 1.5 0;2 2.8\ 1.9 \ , t \ 6 'SD' \ \ Q a7 • 6 1 . 3 1 ..9 -' 1 . 9 1 .2 0 . 7`; \ 0 .3 0 .2 0.2 0/. 6 0 . 1 `. `,8 .5 3. 9 1 .3 :0.7 f,.. • 6 1.3 +2 . 2.1 1 . 6 1 . 0 ' 0 .15 0 .3 0.2 0 0 . 3 +. 4 3. 9, 6. 9 . 4 . \2`, 3 . `�, 1 . `6� 0 . 7 0. 3 0. 2 4 'SA BLC' , • 9 1 . ^5 2.3 1. 9 1 .3 0 . �. 0 .5 0 . 4 0.. 5 0. 7 1 `a ' 6. 0 t7 . 4 4 . 4 3. 7 `,2 .2 1 . 4 0. 9 0 . 5 0.3 0.2 - - , a1 , + + + + + +' + + + + ' + �1., 4 2. 0 2. 2 1 .7 1. 1 0 .`'� 0. 8 1. 1`", 1. 6 -' 2. 6. 4. 4. `, 4. 6, 3. 7 2. 9 2. 0 1. 3 0.9 0.6 0.� 0. 0. ` ,L \ 1. 3 1. 9,.-- 1. 6 1. 2 1. 0 \ l. 1 1. 5 fl 2. 2 3. 1 3. 7 4. 1 4. 7 4. 1 3. 0 2. 3 1 .5 1, ." e�'\�+0. 5 0 .2 0. 1 1 0. 0-' • 0 \ , 0.0 \0.8 1.� 1.4 1.1 1.1 1. 0.0 2,3 3.2 4.3 5.1 5.6 4.4 3.1'4y 0.'1 4 � ` 0.0 '; L-24 (VIA LCP) . 0.0 !/' ` 0.] .� 1.0 1.0 1.2 2.3 3.1 3.9 5.0 6 2"11 .4` 9 „.- SA T4M HS 0.1 4 �O + + +� + + + + # + i" � 0. 4. 0. 6 0. 7 0. 9�� L ,�_ 1. 4 1. 9 2. 5 3 1'� / 0.2 2 0.5 + :r 0.3 0.4, 0.6 0.8 1.1 1.5 '"1.'9 / �0 6 , +! + + + �,/ 0.5 `:\ • 1 ': 0. 2 0.3 0 . 4 0. 6- / 0 . 3 2 , 0.1 \ - 0.1 .10.1 3 �/ 0 ` •00.0 0 S design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.com #AA0003393 All reproduction & intellectual property rights reserved 2017 Project MedicalD aV'i t a p Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis (Cgeinesis engineering group, 150; 260, sarasota, fl 34232 www geneng.net coa #29304 project #18-189FL Professional Seal `` 1%%J 111 1111111SAA7��'''i ••C E N*44qik vo_ Ez q 0 F No5866 110 STATE OF ; 4 AN •......••• No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: BV Checked By: SS Project Number: 18190 Sheet Title SITE PLAN - ELECTRICAL Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number E100 0.0 O SITE PLAN -ELECTRICAL 0000 1/16 =1 0 11 1 L1 V I It•"I 1 i_1-'Ill Iffill1Hal I211 Ill_ I I I I + I I I I I'f1'llf' I I DEMOLITION GENERAL NOTES 21 I WP/WR GFI ........................... A. REFER TO FINAL APPROVED ARCHITECTURAL DEMOLITION AND RENOVATION FLOOR PLANS FOR OTHER ADDITIONAL INFORMATION. B. CONTRACTORS WILL BE REQUIRED TO ATTEND AN ORIENTATION PROGRAM IDENTIFYING RISKS AND OWNER EXPECTATIONS, REQUIREMENTS AND REGULATIONS. C. CONTRACTORS SHALL TAKE NECESSARY PRECAUTIONS FOR WORKER PROTECTION DURING THE ENTIRE DURATION OF THIS NEW DEMOLITION AND RENOVATION WORK. D. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO FIELD VERIFY THE CURRENT EXISTING CONDITIONS AND LAYOUTS. PRIOR TO CONSTRUCTION, EC SHALL VISIT ALL EXISTING PANELBOARDS, DEVICES, ETC., INCLUDING ALL ASSOCIATED ITEMS WHICH ARE AFFECTED BY THIS NEW DEMOLITION AND RENOVATION WORK. EC SHALL TRACE ALL EXISTING AFFECTED FEEDERS AND HOMERUN BRANCH CIRCUIT WIRING BACK TO THE SOURCE, E. ELECTRICAL CONTRACTOR (EC) SHALL OBTAIN ALL EXISTING ELECTRICAL AS -BUILT DRAWINGS OF THIS BUILDING FROM THE OWNER REPRESENTATIVE BEFORE STARTING THIS NEW DEMOLITION AND RENOVATION WORK. ALL EXISTING POWER, CONTROL, LOW VOLTAGE SYSTEMS AND SPECIAL SYSTEMS CIRCUITS FOR ALL EXISTING EQUIPMENT, DEVICES, ETC. WHICH ARE AFFECTED BY THIS NEW DEMOLITION AND RENOVATION WORK SHALL BE TRACED BACK TO THEIR SOURCE AND SHALL BE MARKED PROPERLY PRIOR TO COMMENCING ANY NEW WORK IN THIS SITE. F. DURING DEMOLITION PHASE LOCK -OUT, TAG -OUT PROCEDURES SHALL BE FOLLOWED PER OWNER AND GENERAL CONTRACTOR (GC) REQUIREMENTS AND SPECIFICATIONS. EC SHALL COORDINATE WITH GC FOR THE EXACT SPECIFIC WORK REQUIREMENTS AND ADDITIONAL INFORMATION PRIOR TO COMMENCING ANY WORK IN THIS SITE. G. ELECTRICAL CONTRACTOR (EC) SHALL COORDINATE WITH GC FOR THE EXACT SCHEDULED PHASING WORK REQUIREMENTS AND ADDITIONAL INFORMATION PRIOR TO START OF NEW CONSTRUCTION. H. ALL EXISTING LIFE SAFETY LIGHT FIXTURES, INCLUDING ALL ASSOCIATED ITEMS SHALL REMAIN OPERATIONAL FOR THE ENTIRE DURATION OF THIS NEW DEMOLITION AND RENOVATION WORK. I. EC SHALL PERFORM FUNCTIONAL TEST OF ALL EXISTING CIRCUITS AND COMPONENTS AFFECTED BY THIS NEW DEMOLITION AND RENOVATION WORK PRIOR TO START OF NEW CONSTRUCTION. NOTIFY GC IMMEDIATELY OF ANY DISCREPANCIES FOUND. J. NOT ALL EXISTING EQUIPMENT, DEVICES, ETC. ARE SHOWN. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO FIELD VERIFY THE CURRENT EXISTING CONDITIONS AND LAYOUTS. EC SHALL CONTACT GC IMMEDIATELY FOR ANY DISCREPANCIES. K. ALL EXISTING ELECTRICAL PANELBOARDS, INCLUDING ALL ASSOCIATED FEEDERS TO REMAIN. SEE GENERAL NOTE "E" ABOVE PRIOR TO COMMENCING ANY WORK IN THIS SITE. ALL OTHER EXISTING ITEMS TO REMAIN SHALL BE PROVIDED WITH APPROVED PHYSICAL PROTECTION AT ALL TIMES FROM DEBRIS, AND/OR WHEN EXPOSED TO OUTSIDE WEATHER CONDITION DURING THIS NEW DEMOLITION AND RENOVATION WORK. L. REMOVE ANY OTHER ELECTRICAL ITEMS THAT MAY INTERFERE WITH THE WORK AND REINSTALL THEM AFTER WORK IS COMPLETED. FIELD VERIFY WITH GC OF WHICH EXACT ITEMS TO BE REMOVED PRIOR TO REMOVAL. M. ALL COMPONENTS, ETC. WHICH HAVE BEEN DAMAGED DURING THE DEMOLITION WORK SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. N. ALL EXISTING BRANCH CIRCUITS TO REMAIN SHALL BE RECONNECTED WHETHER INDICATED OR NOT IN PROJECT DOCUMENTS. O. REMOVE FEEDERS AND BRANCH CIRCUITS WIRING LEFT EXPOSED BY REMOVAL OF WALLS AND CEILINGS IN REMODELED AREAS. PLUG BOTH ENDS OF REMAINING CONDUIT IN WALL OR FLOOR WHERE CUT. P. ALL ABANDONED WIRING OF ALL TYPES SHALL BE REMOVED COMPLETELY FROM THE SOURCE AND DISCARD PROPERLY PER OWNER REPRESENTATIVE DIRECTION. Q. ELECTRICAL DEVICES CONCEALED BY STORAGE SHELVING, CASEWORK, FURNITURE, ETC. ARE TO BE REMOVED AS REQUIRED BY DEMOLITION PLANS. R. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING ALL OPENINGS IN EXISTING CONSTRUCTION AFTER REMOVAL OF EQUIPMENT, DEVICES, ETC. REFER TO ARCHITECTURAL PLANS FOR PATCHING/DRYWALL REPLACEMENT INSTRUCTIONS. S. PROVIDE NEW BLANK COVER PLATES ON EXISTING TO REMAIN OUTLET BOXES WHERE EXISTING WIRING DEVICES ARE BEING REMOVED FROM EXISTING WALLS TO REMAIN. MATCH COLOR AND MATERIAL PER BUILDING FACILITY STANDARD. T. EXISTING ELECTRICAL WIRING DEVICES SHALL BE REMOVED INCLUDING BRANCH CIRCUIT WIRING, UNLESS OTHERWISE NOTED AND TURN THEM OVER TO THE OWNER REPRESENTATIVE. U. ALL EXISTING LOW VOLTAGE SYSTEMS EQUIPMENT (TELEPHONE, DATA, TV, SECURITY, WIRING DEVICES, ETC., INCLUDING CABLING SHALL BE REMOVED, UNLESS OTHERWISE NOTED AND TURN THEM OVER TO THE OWNER REPRESENTATIVE. V. EC SHALL PROVIDE TEMPORARY LIGHTING AS NEEDED. O DEMOLITION KEYNOTES 1. ALL EXISTING LIGHT FIXTURES AND LIGHT SWITCH (NOT SHOWN) IN THIS ROOM SHALL BE REMOVED, UNLESS OTHERWISE NOTED, 2. ALL EXISTING POWER AND LOW VOLTAGE SYSTEMS WIRING DEVICES (NOT SHOWN) FROM DEMOLISHED WALLS SHALL BE REMOVED, LION AND TURN THEM OVER TO THE OWNER REPRESENTATIVE. 3. ALL EXISTING POWER AND/OR LOW VOLTAGE SYSTEMS WIRING DEVICES (NOT SHOWN) IN EXISTING WALLS SHALL BE REMOVED, INCLUDING ALL ASSOCIATED ITEMS, LION AND TURN THEM OVER TO THE OWNER REPRESENTATIVE. 4. ALL EXISTING CANOPY LIGHTING IN THIS AREA TO REMAIN. SEE SHEET E300 FOR NEW WORK REQUIREMENTS AND ADDITIONAL INFORMATION. 5. ALL EXISTING EXTERIOR LIGHT FIXTURES (NOT SHOWN) SHALL BE REMOVED, UNLESS OTHERWISE NOTED AND SHALL BE REPLACED WITH NEW LED FIXTURES. SEE SHEET E300 FOR NEW WORK REQUIREMENTS. 6. EXISTING WP, GFI DUPLEX RECEPTACLE TO REMAIN. SEE SHEET E200 FOR NEW WORK REQUIREMENTS. 7. EXISTING KEYLOCK BOX TO REMAIN. PROVIDE NEW CONCEALED SECURITY WP WIRING INTERCONNECTION TO THE NEW SECURITY CONTROL PANEL ON A SEPARATE ZONE. SEE SHEET E200 FOR NEW WORK REUIREMENTS 8. EXISTING MECHANICAL EQUIPMENT, DEVICES, ETC. TO BE REMOVED, INCLUDING ALL ASSOCIATED ITEMS. SEE MECHANICAL DEMOLITION AND RENOVATION PLANS FOR ADDITIONAL INFORMATION. SEE SHEET E200 FOR NEW WORK REQUIREMENTS. 9. EXISTING ELECTRIC WATER HEATER TO BE REMOVED, INCLUDING ALL ASSOCIATED ITEMS, UON. SEE PLUMBING DEMOLITION AND RENOVATION PLANS FOR ADDITIONAL INFORMATION. SEE SHEET E200 FOR NEW WORK REQUIREMENTS. 10. EXISTING ELECTRICAL EQUIPMENT, DEVICES, ETC. TO REMAIN IN THIS ROOM, INCLUDING ALL ASSOCIATED FEEDERS AND BRANCH CIRCUIT WIRING, UNLESS OTHERWISE NOTED. SEE SHEET E200 FOR NEW WORK REQUIREMENTS AND ADDITIONAL INFORMATION. 11. EXISTING SERVICE ENTRANCE TELEPHONE AND CABLE TV CABLING TO REMAIN, INCLUDING TELEPHONE BACKBOARD. SEE SHEET E200 FOR NEW ADDITIONAL WORK REQUIREMENTS AND ADDITIONAL INFORMATION. 12. EXISTING LOW VOLTAGE SYSTEMS EQUIPMENT, DEVICES, ETC SHALL BE REMOVED, UNLESS OTHERWISE DIRECTED BY THE OWNER. SEE SHEET E200 FOR NEW WORK REQUIREMENTS. 13. EXISTING SECURITY CONTROL PANEL (SCP) TO BE REMOVED AND REPLACED WITH NEW, INCLUDING ALL ASSOCIATED ITEMS. SEE SHEET E299 FOR NEW WORK REQUIREMENTS AND ADDITIONAL INFORMATION. 14. REMOVE EXISTING EMERGENCY GENERATOR AND DISCONNECT SWITCHES FROM THIS EQUIPMENT YARD AND TURN THEM OVER TO THE OWNER REPRESENTATIVE OR DISPOSE OF PER OWNER REPRESENTATIVE DIRECTION. FIELD VERIFY WITH OWNER REPRESENTATIVE PRIOR TO COMMENCING ANY WORK IN THIS SITE. NOTE: PROVIDE WP CAP ON ALL SUBBED -UP CONDUITS AS NEEDED. 15. EXISTING DUKE ENERGY METER TO REMAIN INCLUDING ASSOCIATED FEEDERS. SEE POWER RISER DIAGRAM FOR NEW WORK REQUIREMENTS AND ADDITIONAL INFORMATION.. design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 If 813 247 3757 designstylesarchitecture.com #AA0003393 All reproduction & intellectual property rights reserved 2017 Project ,R Dalvi 6a Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis Cg n e s i s engineering group, Ilc. 2601 Cantu Ct., Suite 501 sarasota,fl 34232 www.geneng.net coa #29304 project #18-189FL Professional Seal ►trrr r F No 85866 ; /°���* STATE OF A OR k No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: BV Checked By: SS Project Number: 18190 Sheet Title DEMOLITION FLOOR PLAN ELECTRICAL Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number E 10 1 ODEMOLITION FLOOR PLAN - ELECTRICAL 114" = 1'-0" I I I — __ —- — '� � _ n � i m1 �I I� I .I rl 1-__� ----_ _.__._ '�I I Illi '_ I I I iI III�'I. 1.1 __ I I i _I *lH�ll��• ± n I �I E "I � pill! _ I 33 33 A-1 STORAGE _.........—...._..-------- 124 TEAM WORK 12 —' R/F " 38 15 - 126 ' 27 R-34, 36 = 14 R-38 40 42 L-15,17,19 'i t 31 r . (TYP)L - ..... . +40' +40" I or GI ADMIN OFFICE R-18,20,22 ++ 1 L-10 1 106 ! I OR-16 PP 11 '._ ..20. Ix J ii 'I ._. �'' \P.;•�"I\Y '/ ."J li i; l ii ii_. ._..«+4.4...... .... I' t44... ..{_. .. ! WAITING 101 EX" 2 B � 116 12 +40" 1 I +40' is E I : VENIPUNCTURE EXAM '(B j 1 I 104 1 1 / ........ , 1' iI p 4 _ ... , - +68 1 3 4 +68" I� 00, 6 EWC - tl A-4 RENOVATION GENERAL NOTES A. REFER TO FINAL APPROVED ARCHITECTURAL RENOVATION FLOOR PLANS FOR OTHER ADDITIONAL INFORMATION. B. ELECTRICAL CONTRACTOR (EC) SHALL NOTIFY THE GENERAL CONTRACTOR (GC) PRIOR TO BID IF ANY CONDITIONS ARE FOUND WHICH COULD CHANGE THEIR BID. NO ADDITIONAL CHARGES WILL BE ACCEPTED IF NOTICE IS NOT GIVEN PRIOR TO BID. C. THE EXACT LOCATIONS OF ALL EQUIPMENT AND WIRING DEVICES ARE CRITICAL. ELECTRICAL CONTRACTOR MUST REFER TO ARCHITECTURAL ELEVATION AND INTERIOR DIMENSIONED DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALL ELECTRICAL EQUIPMENT AND/OR WIRING DEVICES PRIOR TO ROUGH —IN. IF THERE ARE CONFLICTS BETWEEN THIS SET OF DRAWINGS AND ARCHITECTURAL DRAWINGS REGARDING LOCATIONS OF ALL ELECTRICAL EQUIPMENT AND DEVICES, ELECTRICAL CONTRACTOR MUST NOTIFY THE GENERAL CONTRACTOR (GC) IMMEDIATELY FOR RESOLUTION. D. EC SHALL MEET WITH LOCAL UTILITY POWER COMPANY AT THE PROJECT SITE TO DETERMINE THE EXACT POWER SERVICE ENTRANCE TERMINATION REQUIREMENTS MODIFICATIONS (IF ANYTHING) TO ELECTRIC SERVICE METER, ETC, AND OTHER ADDITIONAL INFORMATION PRIOR TO COMMENCING ANY WORK IN THIS SITE. E. EC SHALL MEET WITH LOCAL TELEPHONE AND CATV SYSTEMS PROVIDER AT THE PROJECT SITE FOR COORDINATION TO DETERMINE FOR THE EXACT EXISTING SYSTEMS SERVICE MODIFICATIONS (IF ANYTHING) FROM LOCAL PROVIDERS' EXISTING EXTERIOR TERMINAL CABINETS TO THE NEW DEMARCATION POINT INSIDE THE NEW TELECOM ROOM PRIOR TO START OF THIS NEW DEMOLITION AND RENOVATION WORK F. ELECTRICAL CONTRACTOR SHALL REFER TO FINAL APPROVED EQUIPMENT SHOP DRAWINGS SUBMITTALS AND TO THE NAMEPLATE RATING OF ALL NEW EQUIPMENT AND DEVICES FOR EXACT ELECTRICAL REQUIREMENTS PRIOR TO COMMENCING ANY NEW WORK. G. SEE FINAL APPROVED MECHANICAL AND PLUMBING PLANS FOR EXACT LOCATION OF ALL EQUIPMENT, DEVICES, ETC. AND OTHER ASSOCIATED ITEMS. H. DO NOT CONNECT GENERAL PURPOSE RECEPTACLE(S) AND CONDENSATE PUMP VIA SWITCH TO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER DEVICE. I. FIREPROOF AND WATERPROOF ALL ELECTRICAL PENETRATIONS THROUGH FIRE RATED WALLS, CEILING AND FLOOR. J. CONTRACTOR SHALL OFFSET ALL OUTLET BOXES WHERE LOCATED BACK TO BACK IN COMMON WALL AS REQUIRED PER BUILDING STANDARD REQUIREMENTS AND SPECIFICATIONS. K. EC SHALL FIELD VERIFY FOR THE EXACT LOCATION AND MOUNTING HEIGHT OF ALL RECEPTACLES AND DATA OUTLET BOXES WITH OWNER REPRESENTATIVE PRIOR TO ROUGH —IN. L. (ETR) INDICATES EXISTING TO REMAIN, INCLUDING ALL ASSOCIATED ITEMS, UNLESS OTHERWISE NOTED. M. ALL EQUIPMENT, WIRING DEVICES, ETC. ARE NEW, LION. ALL WIRING DEVICES FINISH SHALL BE BY ARCHITECT. N. SEE LOW VOLTAGE SYSTEMS GENERAL NOTES ON SHEET E001 FOR NEW WORK REQUIREMENTS AND ADDITIONAL INFORMATION. 0. ALL LOW VOLTAGE SYSTEMS DEVICES SHOWN ARE FOR COORDINATION PURPOSES ONLY. SEE SYMBOLS LEGEND ON HEET E001 AND SYSTEMS FLOOR PLAN ON SHEET E103 FOR REQUIREMENTS AND ADDITIONAL INFORMATION. P. ALL BRANCH CIRCUITS SERVING PATIENT CARE AREAS SHALL BE PROVIDED WITH AN EFFECTIVE GROUND —FAULT CURRENT PATH BY INSTALLATION IN A METAL RACEWAY SYSTEM, OR A CABLE HAVING A METALLIC ARMOR OR SHEATH ASSEMBLY. THE METAL RACEWAY SYSTEM, OR METALLIC CABLE ARMOR, OR SHEATH ASSEMBLY SHALL QUALIFY AS AN EQUIPMENT GROUNDING CONDUCTOR IN ACCORDANCE WITH 2O14 NEC ARTICLE 250.118. WIRING IN PATIENT CARE AREAS SHALL COMPLY WITH 2O14 NEC ARTICLE 517.13(A) AND (B). O RENOVATION KEYNOTES 1. EXISTING BUILDING SERVICE METER TO REMAIN. SEE POWER RISER DIAGRAM ON SHEET E500 FOR ADDITIONAL INFORMATION. 2. ALL EXISTING ELECTRICAL EQUIPMENT, DEVICES, ETC. IN THIS ROOM TO REMAIN. SEE PANEL SCHEDULES ON SHEET E201 AND POWER RISER DIAGRAM ON SHEET E301 FOR NEW WORK MODIFICATIONS AND ADDITIONAL INFORMATION. 3. NEW CONTROLLED TYPE GENERAL PURPOSE RECEPTACLES AS SHOWN SHALL BE AUTOMATICALLY SHUT—OFF BY AN AUTOMATIC CONTROL DEVICE (OCCUPANCY SENSOR) PER ASHRAE 90.1 (TYP). THE COMMON OCCUPANCY SENSOR SHALL CONTROL LIGHTING AND CONTROLLED RECEPTACLES IN THIS ROOM WITH 2OA, 120V AUXILIARY RELAYS CONNECTED TO THE LIGHTS AND THE CONTROLLED RECEPTACLES. SEE KEYNOTES #2 AND #3 ON SHEET E300 FOR ADDITIONAL INFORMATION. SUBMIT COMPLETE SHOP DRAWINGS SUBMITTALS, INCLUDING COMPLETE INSTALLATION WIRING DIAGRAMS. 4. FLUSH MOUNT ALL DEVICES IN WALL BEHIND TV MONITOR AT ACCESSIBLE LOCATION. FIELD VERIFY FOR THE EXACT LOCATION AND MOUNTING HEIGHT PRIOR TO ROUGH —IN. 5. SEE REMARK#2 IN EQUIPMENT CONNECTION SCHEDULE ON SHEET E201 FOR ADDITIONAL INFORMATION. 6. FLUSH MOUNT GFI RECEPTACLE IN WALL, TOP OF RECEPTACLE SHALL BE 4" BELOW THE BOTTOM OF EWC AT ACCESSIBLE LOCATION. FIELD VERIFY EXACT LOCATION AND COORDINATE WITH OTHER TRADES PRIOR TO ROUGH —IN. 7. NEW MECHANICAL OR PLUMBING EQUIPMENT AS INDICATED. SEE EQUIPMENT CONNECTION SCHEDULE ON SHEET E201 FOR ELECTRICAL REQUIREMENTS AND ADDITIONAL INFORMATION. 8. NEW FIRE ALARM SYSTEM CONTROL PANEL. SEE KEYNOTE #5 ON SHEET E103 FOR ADDITIONAL INFORMATION. 9. NEW INTRUSION DETECTION SYSTEM CONTROL PANEL. SEE KEYNOTE #6 ON SHEET E103 FOR ADDITIONAL INFORMATION. 10. NEW ACCESS CONTROL SYSTEM CONTROL PANEL. SEE KEYNOTE #7 ON SHEET E103 FOR ADDITIONAL INFORMATION. 11. PROVIDE BRANCH CIRCUIT CONNECTION TO POWER PACK. SEE KEYNOTE #2 ON SHEET E104 FOR ADDITIONAL INFORMATION. 12. OWNER PROVIDED FURNITURE WITH BUILT—IN DUPLEX RECEPTACLES AND LOW VOLTAGE SYSTEMS TELE/DATA OUTLETS. 13. SAW CUT EXISTING FLOOR SLAB. STUB —UP 3/4" CONDUIT AND TERMINATE WITH OUTLET BOX BELOW DESK FOR HARDWIRED CONNECTION TO DUPLEX RECEPTACLES AS INDICATED PER KEYNOTE #12 ABOVE. EC SHALL FILED VERIFY FOR THE EXACT LOCATION PRIOR TO ROUGH —IN. 14. STUB —UP THE OTHER END OF CONDUIT IN WALL AND PROVIDE HOMERUN BRANCH CIRCUIT WIRING CONNECTION TO PANEL AND CIRCUIT AS SHOWN. 15. FURNISH AND INSTALL WITHIN 25'-0" FROM THE NEW EXTERIOR BUILDING SIGNAGE. FIELD VERIFY WITH SIGNAGE CONTRACTOR PRIOR TO ROUGH —IN. 16. FLUSH MOUNT GFI QUADRUPLEX RECEPTACLE IN WALL BELOW SINK FOR DISHWASHER AND GARBAGE DISPOSER. 17. GARBAGE DISPOSER. PROVIDE 20A,1 P TOGGLE SWITCH, FLUSH MOUNTED IN WALL ABOVE COUNTERTOP AND PROVIDE CONCEALED WIRING CONNECTION TO GFI____._._....__._______._....____..__._________________._______._.___.__.___.__._._._, RECEPTACLE AS SHOWN. ___ .... _ _ design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.com #AA0003393 All reproduction & intellectual property rights reserved 2017 Project D a ta, Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for J B Rea Ity Partners In Association with: genesis Alk genesis engineering NZIIIIIii� group, Ilc. 2601 Cantu Ct., Suite 501 sarasota, fl 34232 www.geneng.net coa #29304 project #18-189FL Professional Seal ' NSF * o. 85866 •: : o (tI$* = ,�• _ STATE OF � a ID Ail 'ice •� 0 R t .•'' ��. TONAL No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: BV Checked By: SS Project Number: 18190 Sheet Title RENOVATION FLOOR PLAN - POWER EXISTING FLOOR PLAN - SERVICE YARD Original drawing is24x36Donot 2 scale contents of drawing Sheet Number RENOVATION FLOOR PLAN - POWER 17' = TO., 75cd 0 WP STOR. 135 75cd WP STORAGE 124 G O 75cd 01 LOCKERS --- ----- - -------------------- ------------ PROVIDER PROVIDER if OFFICE OFFICE �,� 123 J 122 - �I II �I I 'IDS' b'FACP' VACS' COMM. 133 I I,II MED ROOM +44"-'1'1, 121 75cd WORK 105 75cd g MA I CLINIC NURSE STATIONS ..._..._..._�_..._$......._......I 75cd AH U-3 D CM 75cd _ , ,� , O 'I PATIENT CARE COORD. OFP1CF I I; CORRIDOR _.. li 108 117 LAB 75cd 107 j 1� Iuo CHECK IN / OUT R G9 75cd if LF I VITAL 109 75cd 1< WP 11 '' X 75cd J WP EXAM +40" ±40" I' (ETR) RENOVATION GENERAL NOTES A. SEE LOW VOLTAGE SYSTEMS GENERAL NOTES ON SHEET E001 FOR NEW WORK REQUIREMENTS AND ADDITIONAL INFORMATION. B. SEE RENOVATION GENERAL NOTES ON SHEET E102 FOR ADDITIONAL INFORMATION. O RENOVATION KEYNOTES 1. PROVIDE FIRE RATED PLYWOOD BACKBOARDS WITH WHITE FIRE RETARDANT PAINT ALL AROUND, FROM FLOOR TO CEILING AND BOLTED TO WALL (TYPICAL). NOTE: FIRE RATED PLYWOOD BACKBOARD WITH FIRE RETARDANT PAINT SHALL BE FACTORY MADE AND SHALL BE ORDERED FROM U-TECK COMPANY OR ANY OTHER REPUTABLE COMPANIES. 2. TELECOMMUNICATIONS MAIN GROUNDING BUSBAR (TMGB). SEE TMGB DETAIL ON SHEET E402 FOR ADDITIONAL INFORMATION. 3. FLUSH MOUNT ALL DEVICES IN WALL BEHIND TV MONITOR AT ACCESSIBLE LOCATION. FIELD VERIFY FOR THE EXACT LOCATION AND MOUNTING HEIGHT PRIOR TO ROUGH -IN. 4. EXISTING TELEPHONE AND CAN SERVICE ENTRANCE CABLES AND TELEPHONE BACKBOARD TO REMAIN. 5. EXISTING FIRE ALARM CONTROL PANEL SHALL BE REMOVED AND REPLACED WITH NEW EQUIPMENT, DEVICES, ETC. SEE LOW VOLTAGE SYSTEMS GENERAL NOTES ON SHEETS E001 FOR NEW WORK REQUIREMENTS. REUSE EXISTING CONDUITS AND PROVIDE NEW CONDUCTORS AS REQUIRED PER FINAL APPROVED FIRE ALARM SYSTEM SHOP DRAWINGS SUBMITTALS, SEE SHEET E302 FOR NEW FIRE ALARM SYSTEM REQUIREMENTS AND ADDITIONAL INFORMATION. 6. EXISTING INTRUSION DETECTION SYSTEM CONTROL PANEL SHALL BE REMOVED AND REPLACED WITH NEW EQUIPMENT, DEVICES, ETC. SEE LOW VOLTAGE SYSTEMS GENERAL NOTES ON SHEETS E001 FOR NEW WORK REQUIREMENTS AND ADDITIONAL INFORMATION. 7. PROVIDE NEW ACCESS CONTROL SYSTEM CONTROL PANEL, EQUIPMENT, DEVICES, ETC. PER OWNER REQUIREMENTS AND SPECIFICATIONS. SEE LOW VOLTAGE SYSTEMS GENERAL NOTES ON SHEET E001 FOR NEW WORK REQUIREMENTS AND ADDITIONAL INFORMATION. 8. PROVIDE TWO (2) - 4" EMPTY CONDUITS THRU WALL FOR EXTENSION OF TELEPHONE AND CATV LOW VOLTAGE SYSTEMS CABLES. EC SHALL FIELD VERIFY AND COORDINATE WITH LOCAL PROVIDER FOR THE EXACT ELECTRICAL REQUIREMENTS PRIOR TO COMMENCING ANY WORK IN THIS SITE. PROVIDE APPROVED FIRE SEALANT COMPOUND IN ALL PENETRATIONS AFTER ALL LOW VOLTAGE SYSTEMS CABLING HAVE BEEN INSTALLED AND APPROVED. 9. PROVIDE NEW COMMUNICATION TELE/DATA RACK OR CABINET WITH EQUIPMENT, DEVICES, ETC. PER OWNER REQUIREMENTS AND SPECIFICATIONS. SEE LOW VOLTAGE SYSTEMS GENERAL NOTES ON SHEET E001 FOR NEW WORK REQUIREMENTS AND ADDITIONAL INFORMATION. 10. SECURITY KEYPAD, SURFACE MOUNTED ON FLUSH MOUNTED OUTLET BOX IN WALL, TOP AT 6'4" AFF. PROVIDE LOW VOLTAGE SYSTEM INTERFACE CABLING/WIRING CONNECTION TO SECURITY CONTROL PANEL AS REQUIRED PER FINAL APPROVED SHOP DRAWINGS SUBMITTALS. 11. FOR LOW VOLTAGE ACCESS CONTROL SYSTEM, SEE LOW VOLTAGE SYSTEMS GENERAL NOTES ON SHEET E001 FOR ELECTRICAL REQUIREMENTS AND ADDITIONAL INFORMATION. 12. OWNER PROVIDED FURNITURE WITH BUILT-IN LOW VOLTAGE SYSTEMS TELE/DATA OUTLETS. 13. SAW CUT EXISTING FLOOR SLAB. STUB -UP 1" EMPTY CONDUIT WITH PULLWIRES AND TERMINATE WITH PULLBOX BELOW DESK FOR HARDWIRED CONNECTION TO TELE/DATA DEVICES AS INDICATED PER KEYNOTE #12 ABOVE. EC SHALL FILED VERIFY FOR THE EXACT LOCATION AND COORDINATE WITH LOW VOLTAGE SYSTEM CONTRACTOR FOR THE EXACT SIZE AND QUANTITY OF CONDUIT PRIOR TO ROUGH -IN. 14. STUB -UP THE OTHER END OF CONDUIT IN WALL AND TERMINATE WITH 90 DEGREE ELBOW ABOVE ACCESSIBLE CEILING. PROVIDE APPROVED BUSHINGS IN BOTH ENDS OF CONDUIT. 15. PER OWNER REQUIREMENTS AND SPECIFICATIONS, LOW VOLTAGE SYSTEMS CONTRACTOR SHALL PROVIDE LOW VOLTAGE SYSTEMS EQUIPMENT, DEVICES, CABLING, WIRING, COMPONENTS, RACKS OR CABINET, HARDWARE, ACCESSORIES, SPDs, GROUNDING/BONDING, ETC. AND ALL ASSOCIATED ITEMS FOR A COMPLETE INSTALLATION AND SATISFACTORY OPERATION OF ALL LOW VOLTAGE SYSTEMS. SEE LOW VOLTAGE SYSTEMS GENERAL NOTES ON SHEET E001 FOR ADDITIONAL INFORMATION. EXACT LOCATION OF ALL EQUIPMENT, DEVICES, ETC. IN THIS ROOM SHALL BE DETERMINED IN THE FIELD AS LAID OUT IN THE FINAL APPROVED LOW VOLTAGE SYSTEMS SHOP DRAWINGS SUBMITTALS. EC SHALL COORDINATE WITH OWNER REPRESENTATIVE AND WITH LOW VOLTAGE SYSTEMS CONTRACTOR FOR THE EXACT ELECTRICAL REQUIREMENTS PRIOR TO COMMENCING ANY WORK. 16. PROVIDE WP CONCEALED WIRING CONNECTION FROM EXISTING KEYLOCK BOX TO THE NEW SECURITY INTRUSION DETECTION SYSTEM CONTROL PANEL ON A SEPARATE ZONE. design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.cam #AA0003393 All reproduction & intellectual property rights reserved 2017 Project D t a alvi Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis genesis engineering group, Ilc. 2601 Cantu Ct., Suite 501 Sarasota: fl 34232 www.geneng.net coa #29304 project #18-189FL Professional Seal l• F : 85866 STATE OF 4: �O '. AN P .' w: Gi OAfA No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: BV Checked By: SS Project Number: 18190 Sheet Title RENOVATION FLOOR PLAN - SYSTEMS Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number RENOVATION FLOOR PLAN - SYSTEMS 1 1 /4" = 1'-0" r .1 _ .0 is , all . I t ill I IIll IIll l'rl'rmRfli 14IRh lll ri I I 11 1 1 I I 1 Ill' I 1 1' II"1111111110 I 1 11111"r s' 1 1 1 1 Ill Ill!"IlPlAhllr'l 2 1 I II I, i ---- - Pita PATIENT TLT PATIENT I I ' .. __ _.. -- -- __I ADMIN OFFICE . - I CORRIDOR __ -- -- - - I P B — = P ! C C C 1 Q -14 -- I C - ----- I , . _...__ ......... r. .__._. :. .___; ". . I ' _�_. _ . ...... ... _ .._.... .. .... I T" R I E E~ c, C. c; - , i - - -- 3 -- - ...........- - ----.......---- -- i I II I I GI B F SID O7 L-5 (VIA LCP) SD O7 L-5 (VIA LCP) , G J iC. / W.H. - a`''D a`''D 109 130 _ I _...- - __._ -- ----r - - ..__ _ .., _ . - - __.. I I i I � I I SB L-5 (VIA LCP) 11 1 ! �( -7 (V P) O u\ �. a D a D a D L IA LC a" D GENERAL NOTES A. REFER TO FINAL APPROVED ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LIGHTING LOCATION, MOUNTING HEIGHT AND OTHER ADDITIONAL INFORMATION. B. ALL LIGHT FIXTURES ARE NEW, UNLESS OTHERWISE NOTED. C. ALL EXIT LIGHT AND LIFE SAFETY LIGHT FIXTURES WITH EMERGENCY BATTERY PACK UNIT SHALL BE CONNECTED TO UNSWITCHED LEG OF THE LOCAL LIGHTING BRANCH CIRCUIT IN ACCORDANCE WITH 2O15 NFPA 101, CHAPTER 7 AND 2014 NEC, SECTION 700.121 D. SEE DEMOLITION GENERAL NOTES ON SHEET E101 FOR ADDITIONAL INFORMATION. E. SEE RENOVATION GENERAL NOTES ON SHEET E102 FOR ADDITIONAL INFORMATION. (D RENOVATION KEYNOTES 1. OCCUPANCY SENSOR (20A, 120V - PASSIVE INFRARED TECHNOLOGY), MOUNTED ON FLUSH MOUNTED OUTLET BOX IN WALL. PROVIDE CONCEALED WIRING CONNECTION TO LIGHT FIXTURES IN THIS ROOM. SUBMIT SHOP DRAWINGS SUBMITTALS, INCLUDING COMPLETE INSTALLATION WIRING DIAGRAMS. 2. POWER PACK 1 120V) IN NEMA-1 ENCLOSURE, SURFACE MOUNTED ON STRUCTURE ABOVE ACCESSIBLE CEILING (TYP). PROVIDE BRANCH CIRCUIT WIRING CONNECTION TO THE NEW LIGHT FIXTURES AND NEW CONTROLLED RECEPTACLES IN THIS ROOM. SUBMIT SHOP DRAWINGS SUBMITTALS, INCLUDING COMPLETE INSTALLATION WIRING DIAGRAMS. 3. LOW VOLTAGE OCCUPANCY SENSOR (DUAL -TECHNOLOGY), SURFACE MOUNTED ON FLUSH MOUNTED OUTLET BOX IN ACT CEILING, PROVIDE LOW VOLTAGE CABLING INTERCONNECTION TO POWER PACK AS SHOWN. SUBMIT SHOP DRAWINGS SUBMITTALS, INCLUDING COMPLETE INSTALLATION WIRING DIAGRAMS. 4. LIGHTING CONTROL PANEL (LCP), SURFACE MOUNTED ON WALL, TOP AT 6'-0" AFF. SEE LIGHTING CONTROL PANEL LCP NOTES ON SHEET E002 FOR ADDITIONAL INFORMATION. SUBMIT SHOP DRAWINGS SUBMITTALS, INCLUDING COMPLETE INSTALLATION WIRING DIAGRAMS, 5. LOW VOLTAGE SWITCHES. SEE LCP NOTE 2 ON SHEET E002 FOR ADDITIONAL INFORMATION. EC SHALL FIELD VERIFY AND COORDINATE WITH OWNER REPRESENTATIVE FOR THE EXACT LOCATION PRIOR TO ROUGH -IN. SUBMIT SHOP DRAWINGS SUBMITTALS, INCLUDING COMPLETE INSTALLATION WIRING DIAGRAMS. 6, LOW VOLTAGE OVERRIDE SWITCH AS SHOWN. PROVIDE CONCEALED LOW VOLTAGE CABLING IN 3/4" C TO LIGHTING CONTROL PANEL (LCP). SEE LIGHTING CONTROL PANEL (LCP) SCHEDULE ON SHEET E002 FOR ADDITIONAL INFORMATION. SUBMIT SHOP DRAWINGS SUBMITTALS, INCLUDING COMPLETE INSTALLATION WIRING DIAGRAMS. 7. EXISTING EXTERIOR LIGHT FIXTURES SHALL BE REMOVED AND REPLACED WITH NEW LED LIGHT FIXTURES (U.L. LABELED FOR WET LOCATION). PROVIDE NEW BRANCH CIRCUIT WIRING CONNECTION TO PANEL AND CIRCUIT AS SHOWN. SEE LIGHTING CONTROL PANEL SCHEDULE ON SHEET E001 FOR ADDITIONAL INFORMATION. PROVIDE APPROVED NON -HARDENING CLEAR SILICON SEALANT MATERIAL AROUND FIXTURE HOUSING WHEN FIXTURE HAS BEEN INSTALLED COMPLETELY. B. SHOW WINDOW RECEPTACLE, FLUSH MOUNTED IN FINISHED CEILING. PROVIDE APPROVED MOUNTING SUPPORTS FROM STRUCTURE ABOVE. FIELD VERIFY AND COORDINATE EXACT L CATION WITH GC AND OTHER TRADES PRIOR TO ROUGH -IN. O 9. EXISTING CANOPY LIGHT FIXTURES SHALL BE REMOVED AND REPLACED WITH NEW TYPE'SB' FIXTURE. SEE ELECTRICAL SITE PLAN FOR CONTINUATION AND SITE LUMINAIRE SCHEDULE ON SHEET E100 FOR FIXTURE INFORMATION AND ADDITIONAL INFORMATION. EXTEND EXISTING HOMERUN BRANCH CIRCUIT WIRING CONNECTION TO PANEL AND CIRCUIT L-7 (VIA LCP). SEE LIGHTING CONTROL PANEL SCHEDULE ON SHEET E001 FOR ADDITIONAL INFORMATION. 10, FOR NEW BUILDING SIGNAGE, PROVIDE NEW 30A,1P,240V NON -FUSED DISCONNECT SWITCH IN NEMA-3R ENCLOSURE WITH PADLOCK PROVISION. REFER TO THE FINAL APPROVED SIGNAGE SHOP DRAWINGS SUBMITTALS FOR THE EXACT ELECTRICAL REQUIREMENTS. EC SHALL FIELD VERIFY FOR THE EXACT LOCATION AND COORDINATE WITH SIGNAGE CONTRACTOR PRIOR TO COMMENCING ANY WORK IN THIS SITE. SEE LIGHTING CONTROL PANEL "LCP" SCHEDULE ON SHEET E001 FOR ADDITIONAL INFORMATION. 11. PROVIDE NEW LIGHT FIXTURE ON FLUSH MOUNTED WP OUTLET BOX IN WALL. PROVIDE APPROVED NON -HARDENING CLEAR SILICON SEALANT MATERIAL AROUND FIXTURE HOUSING WHEN FIXTURE HAS BEEN INSTALLED COMPLETELY. design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.com #AA0003393 All reproduction & intellectual property rights reserved 2017 Project Da ita Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis Cgenesis engineering group, Ilc. 2601 Cantu Ct., Suite 501 sarasota. fl 34232 www.geneng.net coa#29304 project#18-189FL Professional Seal CENS :��� o 85866 Fo�f�j0 "A : STATE OF • Q, • 0R 1� ti} I,,,, TONAL" No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: BV Checked By: SS Project Number: 18190 Sheet Title RENOVATION FLOOR PLAN - LIGHTING Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number L-1 (VIA LCP) 10 WP ORENOVATION FLOOR PLAN - LIGHTING 1/4" = 1'-0" '_'L'' 11 911 II 19I1 ' 'I I 1 1 1 u I I I 1 _ 4Ir1 11 11' A.I..Fill PIP I 11 1. EQUIPMENT CONNECTION SCHEDULE (ECS) EQUIPMENT EQUIPMENT DISCONNECT SWITCH CONTROLLER CIRCUITING FIRE ALARM INTERCONNECTION EQUIP. # DESCRIPTION LOCATION HP/KW/RLA MCA/IFLA VOLT PHASE LOCATION RATING TYPE NEMA ENCLOSURE LOCATION TYPE NEMA ENCLOSURE PANEL-CKT CIRCUIT BREAKER WIRING FAN SHUTDOWN RETURN DUCT SMOKE SUPPLY DUCT SMOKE REMARKS AHU-1 AIR HANDLING UNIT SEE PLANS 1 HP / 5 KW 36 MCA 208 1 AU 60A NF 1 REFER TO FINAL APPROVED MECHANICAL EQUIPMENT SCHEDULES A-17,19 4OA/2P 2 #8 THWN/THHN CU, 1#10 EGC THWN/THHN CU - 3/4" C X X X 1, 2, 4 HP-1 CONDENSING UNIT SEE PLANS 1/4 HP / 15.3 RLA 20.8 MCA 208 1 AU 60A NF 3R A-21,23 35A/2P 2 #8 THWN/THHN CU, 1#10 EGC THWN/THHN CU - 3/4" C 3,4 AHU-2 AIR HANDLING UNIT SEE PLANS 1 HP / 4 KW 30 MCA 208 1 AU 60A NF 1 A-9,11 35A/2P 2 #8 THWN/THHN CU, 1#10 EGC THWN/THHN CU - 3/4" C X X X 1, 2, 4 HP-2 CONDENSING UNIT SEE PLANS 1/4 HP / 15.3 RLA 20.8 MCA 208 1 AU 60A NF 3R A-13,15 35A/2P 2 #8 THWN/THHN CU, 1#10 EGC THWN/THHN CU - 3/4" C 3, 4 AHU-3 AIR HANDLING UNIT SEE PLANS 1 HP / 6 KW 41 MCA 208 1 AU 60A NF 1 A-5,7 5OA/2P 2 #8 THWN/THHN CU, 1#10 EGC THWN/THHN CU - 3/4" C X X X 1, 2, 4 HP-3 CONDENSING UNIT SEE PLANS 1/4 HP / 15.3 RLA 20.8 MCA 208 1 AU 60A NF 3R A-14,16 35A/2P 2 #8 THWN/THHN CU, 1#10 EGC THWN/THHN CU - 3/4" C 3,4 EF-1 EXHAUST FAN SEE PLANS 1/10 HP - 120 1 AU 20A FWE 1 SEE SHEET E102 - 2 #12 THWN/THHN CU, 1#12 EGC THWN/THHN CU - 3/4" C 4, 5, 7 EF-2 EXHAUST FAN SEE PLANS 1/10 HP - 120 1 AU 20A FWE 1 SEE SHEET E102 - 2 #12 THWN/THHN CU, 1#12 EGC THWN/THHN CU - 3/4" C 4, 5, 7 EF-3 EXHAUST FAN SEE PLANS 6 W - 120 1 AU 20A FWE 1 INTERLOCK W/ LIGHTS OS - 2 #12 THWN/THHN CU, 1#12 EGC THWN/THHN CU - 3/4" C 4,5 EWH-1 ELECTRIC WATER HEATER SEE PLANS 9 KW 43.27 FLA 208 1 AU 60A NF 1 A-6,8 6OA/2P 2 #6 THWN/THHN CU, 1#10 EGC THWN/THHN CU - 3/4" C 4 HWC-1 HOT WATER CIRCULATING PUMP SEE PLANS 1/10 HP J - 120 1 AU 20A 1 PST SWITCH 3R DUPLEX RECEPT. 4OA/2P 2 #12 THWNITHHN CU, 1#12 EGC THWN/THHN CU - 3/4" C 4,13 GENERAL NOTES - EQUIPMENT CONNECTION SCHEDULE: 1. SCHEDULE IS TO INDICATE CONNECTIONS TO MECHANICAL DEVICES, AUXILIARY DEVICES, AND OTHER SUCH UTILIZATION EQUIPMENT. 2. COORDINATE FINAL EQUIPMENT LOCATIONS WITH APPLICABLE DRAWINGS AND TRADE. 3. ALL FIXTURES TO BE SUPPLIED WITH REQUIRED MOUNTING HARDWARE FOR INSTALLATION TYPE SHOWN. 4. NOT ALL REQUIRED CIRCUITING AND WORK IS NECESSARILY SHOWN ON SCHEDULE. PROVIDE ALL WORK AS SHOWN AND AS INDICATED ELSEWHERE. 5. PROVIDE CIRCUITING COMPLETE FROM SOURCE TO EQUIPMENT (LOAD). CIRCUIT SHALL BE SUPPLIED TO AND FROM ALL CONTROLLERS, DISCONNECTS, AND AS OTHERWISE INDICATED OR SHOWN. 6. EQUIPMENT SHOWN PER BASIS OF DESIGN. COORDINATE ALL WIRING, OVERCURRENT PROTECTION, DISCONNECTS, CONTROLLERS, AND LOCATIONS WITH ACTUAL INSTALLED EQUIPMENT. 7. CIRCUIT NUMBERS ARE TO INDICATE PIECES OF EQUIPMENT CIRCUITED TOGETHER. PROVIDE CIRCUIT NUMBERING AS REQUIRED TO BALANCE LOADS ACROSS ALL PHASES. 8. NOT ALL DISCONNECT LOCATIONS SHOWN ON PLANS. WHERE NOT SHOWN, INSTALL WITHIN SITE OF EQUIPMENT AND PER ALL NEC REQUIREMENTS FOR DISCONNECT LOCATIONS, INCLUDING DISTANCE FROM EQUIPMENT. 9. "AU" INDICATES AT UNIT. 10. "EC" INDICATES ELECTRICAL CONTRACTOR. 11. "FWE" INDICATES FURNISHED WITH EQUIPMENT. 12. "NF" INDICATES NON -FUSED. 13. "OS" INDICATES OCCUPANCY SENSOR. 14. UNLESS NOTED OTHERWISE, DUCT SMOKE DETECTORS INDICATE FIRE ALARM CONNECTION TO DEVICES SUPPLIED BY FIRE ALARM SYSTEM CONTRACTOR, INCLUDING DUCT SMOKE DETECTORS. 15. UNLESS NOTED OTHERWISE, DISCONNECTS AND CONTROLLERS SHALL BE FURNISHED AND INSTALLED BY EC. REMARKS - EQUIPMENT CONNECTION SCHEDULE: 1. AHU WITH SINGLE POINT POWER CONNECTION. PROVIDE FLEXIBLE WIRING CONNECTION TO UNIT. PROVIDED WITH FACTORY MOUNTED DISCONNECT SWITCH. 2. CONDENSATE PUMP AT AHU. PROVIDE LIQUIDTIGHT (SEALTIGHT) FLEXIBLE WIRING CONNECTION TO UNIT. PROVIDE 20A,1P,120V MOTOR RATED TOGGLE SWITCH ON STRUCTURE ABOVE ACCESSIBLE CEILING AND PROVIDE CONCEALED BRANCH CIRCUIT WIRING CONNECTION TO THE NEAREST GENERAL PURPOSE DUPLEX RECEPTACLE. 3. CU WITH SINGLE POINT POWER CONNECTION. PROVIDE LIQUIDTIGHT (SEALTIGHT) FLEXIBLE WIRING CONNECTION TO UNIT. 4. PROVIDE ENGRAVED NAMEPLATE ON ELECTRICAL EQUIPMENT. 5. PROVIDED WITH FACTORY MOUNTED DISCONNECT SWITCH AND SPEED CONTROLLER. PROVIDE FLEXIBLE WIRING CONNECTION TO UNIT. 6. PROVIDE 20A,1P, 120V MOTOR RATED TOGGLE SWITCH ADJACENT TO RECIRCULATING PUMP WITH FLEXIBLE WIRING CONNECTION. PROVIDE 120V POWER CONNECTION TO THE NEAREST DUPLEX RECEPTACLE AHEAD OF GFI DEVICE. 7. EXHAUST FAN RUNS CONTINUOUSLY DURING OCCUPIED HOURS. SEE FAN SCHEDULE ON SHEET M301 FOR ADDITIONAL INFORMATION. EC SHALL FIELD VERIFY AND COORDINATE WITH MECHANICAL CONTRACTOR FOR THE EXACT ADDITIONAL ELECTRICAL REQUIREMENTS FOR FAN CONTROL "ON - OFF" OPERATION. PROVIDE APPROVED RELAYS, DEVICES, WIRING, ETC. AS REQUIRED FOR PROPER FAN'S AUTOMATIC OPERATION DURING OCCUPIED AND UNOCCUPIED HOURS. EXISTING PANELBOARD 'A' SCHEDULE VOLTAGE: 208Y/120V BUS RATING: 400A LOCATION: EXISTING MAIN ELECTRICAL ROOM PHASE: 30 WIRE: 4W MCB 400A (NOTE 1) MOUNTING: SURFACE AIC RATING: (ETR) 22,000 NEUTRAL SIZE: 100% ISO. GROUND: N SPD N BRANCH 1 CIRCUIT BRANCH ; NOTE TYPELOAD; DESCRIPTION DESCRIPTION LOAD'TYPENOTE UBP#im',#'UB'iP' 5 7 C R 1540 RECEPTACLE - MECH. YARD, s 1 A I - : 2 1: SPACE ',. --- 5 - ---- - - - - --- - --- ._ 1-___,______4__ R 1500 I SMALL APPLIANCE - T. LOUNGE 2 0 i : 3 i B 4 - - - - -- - ------ --- -- - -- 20 I . : EWC - RM 101 800 E 5 __..-_._.........._... 3, 5 ,._..____. ..........-- - .-.-...-__.,. _ H 3957 AHU 3: RM 118 (ABOVE CLG) J 1 2 i : 5 C I 6 60 2 : EWH - RM 130 4500 WH , 3,5 ...... _.._.__.: ._ __.._L__...__.__.:. ____.. .. ___.__._...._._--_. -.__ ._._.__.w _ _.... 4 H: 3957 ._... ._ 7; A i .........r 8 _._... __. _ ..._ :_._.... 4500 1 WH ..... 3, 5 - ... _._ _ _...... .. .........._. ........._ _.......... ....._... _. t.._-_.._. H 2957 AHU-2: RM 115 (ABOVE CLG) 3 ; ;. .. ........ _... - ..- 9 B ....._.... 10 ................. _ - .._._. .. -...-.. ...... ._ __..._ . .. ....... ..._..... 0 1 "NOT USED" i 7 .........; ...... _.... - .. ...... .. ........................ ........ ..... .... . . ..._..._..r H 2957 . - . -_- _._...._ ...-. 11 .... ......... ...., ,.. C 12 .. .. _._...__.._ . _..._._.. .. _ :.. .....-...... _ ........ _. ___.i 8 .. >--- ;----- ------ - ----------.-- 1 4 C 93 HP 2: EXTERIOR SERVICE YARD. _t__i__t__i_i_ 3 5 2 1 3 ----._.._.1_.____.__- A 14 35 - ------------ -- --- . ------ CE RD 1934 C 2 HP-3: EXTERIOR SERVI YA 4 C 19341 _. t 15 B I 1___ C _..._._s .._... _.. .} ....... r_... ._...._.... .- ........ _._ . _ _._....._-_. _ __.._ .... _........_. ..... .._. : .. _ ____ _ 3, 5 H 3457 j AHU 1: RM 127 (ABOVE CLG) , �L, :. 2 ' 17 C r 18 bC 2 "SPARE DO NOT USED" ... _ ... 7 .....__ ..._ _. ..... ._ ....... r ...._..._ .. _ ....._... ........._.._...... ........ v H 3457: -.... 19 -.. A 20 '', ..... .... _ ._..._..._.__._ _ __ --' 4 --, _--__ _ - - - --------_ C 1934 HP-1: EXTERIOR -SERVICE YARD, --- 35 i 2 21 I -- +---- - _... - B 22 ' 40 _ *-------- _ --- -- --- 2 "SPARE - DO NOT USED" --- 7 __...._ C : 1934 ; __.._ 23 ; .__. -_._. C 24 .------ -- - - . . :_ .: 7 1 _.... ... ....._. ........_ r "SPARE - DO NOT USED" ?+_ _._. 3 25 _..-..... ,_ A 26 80 _ _ ..._._ __.._ 3 : "SPARE - DO NOT USED" . 7 _._ _-._____...._._ ......_....._. _._-- -.,_. 27 _ _ . _ _.__ ._._I...._ B 28 ...._.._._1 ._.____.____.._._._ . ....;. ... ; . .__ _«--_-._...._._..__....._-_ 29 1 C 30 ___ _.._-__._--...__ _____ .__ _ ____ __. _..._ 6 - ---1 ------------- ----- SPARE ' 30 1 - , 31 i - A 32 100 ; -- - - - 3 "SPARE - DO NOT USED" 7 6 ' SPARE i-- 1. 33 B 34 6 ---- SPARE ; 30 1 1 -, 35 ; - C 36 - ._ , .... . 6 .i..__._._- ._+___._.__._.-..___._..._....___._..._..._..._..._.___.._Y.___ SPARE 12:? .-.,.. _ 3 _�... .. _-_..... 37 I ....._: _._... ... �.. A 38 00 1 - r _.___. ._ _..._.__. .___.__._. __ _._..._..._ .�_._._._._._....__ 3 "SPARE DO NOT USED" ; _ 7 42 TYPE CONNECTED LOAD (VA) NEC DEMAND FACTOR NEC DEMAND LOAD (VA) R RECEPTACLES:510KVA 2040 1.00 2040 RECEPTACLES>10KVA - 0.50 - L LIGHTING - 1.25 - M LARGEST MOTOR -1914 0.25 479 MOTORS - 1.00 - H HEATING 20742 1.25 25928 C COOLING 11604 1.00 11604 E EQUIPMENT 800 1.25 1 1000 WH WATER HEATER 9000 1.00 I 9000 TOTAL 44186 50051 PHASE A LOAD = 16322 VA PHASE B LOAD = 9759 VA PHASE C LOAD = 16805 VA NEC DEMAND LOAD = 139 A SPARE CAPACITY = 181 A TOTAL AVAILABLE = 320 A NOTES: 1 EXISTING PANELBOARD IN NEMA 1 RATED ENCLOSURE (G.E.). REFURBISH ENTIRE EXISTING PANELBOARD AS NEEDED. 2 PROVIDE LOCK ON CIRCUIT BREAKER 3 FIELD VERIFY THE EXACT NAMEPLATE RATING OF NEW MECHANICAL EQUIPMENT. ADJUST CIRCUIT BREAKER SIZE AND WIRING SIZE AS REQUIRED PER FINAL APPROVED EQUIPMENT SHOP DRAWINGS SUBMITTALS. 4 REMOVE EXISTING 40A, 2P CIRCUIT BREAKER AND PROVIDE NEW HACR TYPE CIRCUIT BREAKER AS SHOWN. MAKE, TYPE AND AIC RATING OF NEW CIRCUIT BREAKER SHALL MATCH EXISTING CIRCUIT BREAKER. 5 EXISTING CIRCUIT BREAKER TO REMAIN FOR NEW LOAD AS SHOWN. 6 EXISTING CIRCUIT BREAKER TO REMAIN AND LABEL AS "SPARE". 7 EXISTING CIRCUIT BREAKER TO REMAIN AND LABEL AS "SPARE - DO NOT USED". 8 REMOVE EXISTING 70A, 2P CIRCUIT BREAKER AND PROVIDE NEW HACR TYPE CIRCUIT BREAKER AS SHOWN. MAKE, TYPE AND AIC RATING OF NEW CIRCUIT BREAKER SHALL MATCH EXISTING CIRCUIT BREAKER. EXISTING PANELBOARD 'R' SCHEDULE VOLTAGE: 208Y/120V BUS RATING: 225A LOCATION: EXISTING MAIN ELECTRICAL ROOM PHASE: 30 WIRE: 4W MCB 200A (NOTES 1) MOUNTING: SURFACE AIC RATING: (ETR) 22,000 NEUTRAL SIZE: 100% ISO. GROUND: N SPD N BRANCH CIRCUIT BRANCH NOTE.TYPEi LOAD DESCRIPTION 1 DESCRIPTION LOAD TYPE NOTE 'GB P # m # C/B P 4 R 1080 REC RM 126 127 131 137 EXT 20 1 A 2 l ; i 1 RECEPT EXAM 1A#110 900 R 4 4 R 1080 REC-RM 1 1 1 1 1 0 30 3 / 2 J 1 3 B 4 1 'RECEPT -EXAM1B #111 900 R 4 ........... _ ...- -,--- .. .. ......... .. ................ 4 R 900 REC-RM 101/102 20 1 1 5 C 6 20 , RECEPT - TREATMENT 114 900 R 4 _ - ----- 4 R 1200 'DISHWASHER RM 127 J 1 7 A 8 1 rC RECEPT 11 C PT EXAM 2A # 5 9 00 R 4 4 R 8 00 ' G DISPOSER RM 127 7' 1 9 B 10 7O , i RECEPT EXAM 2B #11, 900 R 4 4,5 E 1200 ! REFRIGERATOR RM 127 20 1 11 C 12 20 1 . RECEPT-FLEX EXAM 119 900 R 4 L... --'----- 4 -- - R 15- -- ---- -- - - SMALL APPLIANCE-RM127 - --- 20 --- 13 ----- A - - - 14 -- - a U , - -- - -- ---- ----- ------ COPIER WORK 1 0 05 --- .....-------------- 1 500 E 4,5 4 1 R j 1500 SMALL APPLIANCE - RM 127 20 1 1 15 B 16 20 I 1 , i RECEPT - RM 126 1080 R 4 ..._.__._._ 3 .. .............»..... R 1500 . .._..--.__.._-._....-.____.. ................i... SMALL APPLIANCE - RM 101 i......._.. 20 , 1 ._. ---_... 17 C .-'-'--._ 18 - 1...... 20 1 1 .. .. .._...........-....... .._............ _..-. ............... : REC - RM 106/126 ..I.._...._.... 900 R .........._._. 4 6 ; --.. R -- 11500 1 - -- SMALL APPLIANCE - RM 101 ------ 1 20 i 1 ____._... 19 A ......_.. 20 .-_ 20 i ....... .__ .-_.-....... ..._..-.............. ._._...... .......... COMPUTERS-RM 105/106/107 1080 E 4,5 4 1 i R 1080 'REC-RM - -- -- 101/103/109/117/128/129', 20 : 1 - 21 — B - 22 art, 20 . -- 1 - - — - RECEPTACLES - RM 107 --- 1500 - R ---- 4 - 4 R -;-- '. 1 720 --- _-------- -- REC - RM 104/109/113/117 20 1 1 23 C 24 20 _ _ - - ----- - CENTRIFUGE - RM 107 1200 - E 4 4 R -- ......... 720 �._... . ................. ..._ REC - RM 104/108 --- ....I... 20 ..1............ 25 A 26 20 ' 1 . -----. _...._ ... ..I...... ..__....... RECEPT - RM 107 . 1200 -- R ....... 6 7 R 11500 _.. -- ____.- _ -.. REC RM 126 i._ 20 1 27 B 2 8 20 1 REFRIGERATOR RM 107 1200 E 5,6 _ .......... 5,6 .: E ....... .. ' 1500 _ - .._.... _.. COPIER - RM 126 - 20 ; 1 29 C 30 20 i 1 -.. _ COMPUTERS - RM 126 ... _ 900 E 5, 6 5,6 E 900 --------------_ _ . _.. __ . COMPUTERS - RM 125 ---,-- 20 , 1 ---- 31 -- A __ 32 --- 20 ' - 1 ...--------- --- COMPUTERS - RM 126 ------ 900 E . . . 5, 6 6 R _-- 900 -_.-_-__- ___.____ .._.. _ _ . _... REC RM 124/126/EXT.- ._�_____ 2011 1 ---.__ 33 _....._........__-- B 34 20 i 1 __ .....-....._._...________._-_..-_...._.. : COMPUTERS - RM 126_ __..._..._. 900 ..._._. _ E ._ _ .... ._ 5, 6 - 5,6 M - E _� -- 1 900 COMPUTER - RM 123/124 i 20 1 1 35 C 36 20 i 1 COMPUTERS - RM 126 900 E- - 5,6 5,6 __.._ E __....... 900 ... -- --- . ...__..... COMPUTER - RM 120/122 _ __ ......._ _......._- 20 1 1 37 A _____.. 38 _ 20 1 _____ ....._..._..._..... ...... .-_...__.... . REFRIGERATOR VIED RM 121 _ ........ 1200 . E 5,6 5,6,8 E ,I 900 ---- COMPUTERS RM 102 20 1 1 39 B 40 20 1 .._.. RECEPT IVIED RM 121 1200 . R 6,8 11.1-- 5,6 ----+---- E 900 - ------- - COMPUTERS - RM 102 _4--- 120 1 1 ----- 41 .... C - ... 42 --' 20 1 .- --- - - --- --- - :RECEPT - MED RM 121 _ 1200 - R --_- 6 TYPE CONNECTED LOAD (VA) NEC DEMAND FACTOR NEC DEMAND LOAD (VA) R RECEPTACLES510KVA 28460 1.00 10000 RECEPTACLES>10KVA 18460 0.50 9230 L LIGHTING - 1.25 - M LARGEST MOTOR - 0.25 - MOTORS - 1.00 - H HEATING - 1.25 - C COOLING - 1.00 - E EQUIPMENT 16980 1 1.25 1 21225 WH WATER HEATER 1.00 I - TOTAL 63900 1 1 40455 PHASE A LOAD = 15480 VA PHASE B LOAD = 15440 VA PHASE C LOAD = 14520 VA NEC DEMAND LOAD = 113 A SPARE CAPACITY = 47 A TOTAL AVAILABLE = 160 A NOTES: 1 EXISTING PANELBOARD IN NEMA 1 RATED ENCLOSURE (G.E.). REFURBISH ENTIRE EXISTING PANELBOARD AS NEEDED. 2 PROVIDE LOCK ON CIRCUIT BREAKER 3 REMOVE EXISTING 40A, 2P CIRCUIT BREAKER AND REPLACE WITH NEW CIRCUIT BREAKER FOR NEW LOAD AS SHOWN. MAKE, TYPE AND AIC RATING OF NEW CIRCUIT BREAKER SHALL MATCH EXISTING CIRCUIT BREAKER. 4 EXISTING CIRCUIT BREAKER TO REMAIN FOR NEW LOAD AS SHOWN. 5 PROVIDE A DEDICATED HOMERUN BRANCH CIRCUIT. 6 PROVIDE NEW CIRCUIT BREAKER FOR NEW LOAD AS SHOWN. MAKE, TYPE AND AIC RATING OF NEW CIRCUIT BREAKER SHALL MATCH EXISTING CIRCUIT BREAKER. 7 REMOVE EXISTING 20A, 2P CIRCUIT BREAKER AND REPLACE WITH NEW CIRCUIT BREAKER FOR NEW LOAD AS SHOWN. MAKE, TYPE AND AIC RATING OF NEW CIRCUIT BREAKER SHALL MATCH EXISTING CIRCUIT BREAKER. 8 REMOVE EXISTING 30A, 2P CIRCUIT BREAKER AND REPLACE WITH NEW CIRCUIT BREAKER FOR NEW LOAD AS SHOWN. MAKE, TYPE AND AIC RATING OF NEW CIRCUIT BREAKER SHALL MATCH EXISTING CIRCUIT BREAKER. EXISTING PANELBOARD 'L' SCHEDULE VOLTAGE: 208Y/120V BUS RATING: 125A LOCATION: EXISTING MAIN ELECTRICAL ROOM PHASE: 30 WIRE: 4W MCB 100A (NOTE 1) MOUNTING: SURFACE AIC RATING: (ETR) 22,000 NEUTRAL SIZE: 100% ISO. GROUND: N SPD N BRANCH CIRCUIT BRANCH NOTE TYPE';LOAD DESCRIPTION C/B C/B DESCRIPTION LOAD',TYPEINOTE P # # P 4, 8 L 1000 D E-EXTERIOR BUILDING SIGNAG IOR ._.. 1 A 2 2 0 1 EMJEXIT LTS BOH/GEN. AREAS i 428 L . 2 4, 8 ; L 540 1 SHOW WINDOW SIGN RM 101 .... 3 B 4 20 1 -LIGHTING-BOH & STOR. 131 199 }' L 2 ..._._._ 2,8 L ,.._. _...-_ ..-._____._- _.._.__._ .. ._-._._.. 463 ' LTG - EXTERIOR WALLS _ 20 1 .._......._._.._ 5 C 6 20 _._. 1 _. ......__-- _.__-._...__...._.......- __ LTG/REC-TEAM LOUNGE 127 746 . ____.. L 2,8 ' 2 8 L 720 :LTG -FRONT ENTRY CANOPY 7 A 8 20 1 --- - - LTG R ECEPT ROOMS 124 125 1033 - - L Z 2 8 L __. _..._.. i 492 I LIGHTING -ROOMS 101 & 102 20 1 __._..... 9 - B ...... 10 20 ... ...... , LTG RE 5 1 CEPT ROOMS 10 06 ; 829 : L . 4 2,8 , 371 LIGHTING RM 117, 118, 120 20 1 11 C 12 .- : LTG/RECEPT-ROOMS 122, 123 798 L 4 2,8 - L 1 711 :LIGHTING ROOM 126 20 1 13 A 1 4 20 1 LT RE LTG/RECEPT-ROOMS 107 108 502 I L 1 2 3 6 4 R 720 REC RM 118 121 20 1 15 B 16 20 1 ACS CONTROL PNL- ELECT. 134 1000 E : 2 6 7 6,7 E i 900 ' COMPUTERS - RM 118 20 1 1 17 C 18 20 1 1 i FACP - ELECT. 134 1000 1... E , 2,6,7 .... .... 6,7 , ....._..l,_ E .. ... ...._...... ...-......._. .... _. _._.._._.. _..-.. _..__. .. 1 900 . COMPUTERS RM 118 . -.._.... 20 1 ....._........ 19 . A __...._ 20 ..._.ry._. 20 1 .... .--_..... ........ ..._. _... -.... -.1 _.._.._4:_.. IDS CONTROL PNL- ELECT. 134 1000 ; ... ..._.__...... E , 2,6,7 2,6,7 , E i 1500 : DATA EQUIPMENT- ELECT. 134 20 1 21 B 22 20 1 TELE. EQUIPMENT- ELECT. 134 , 1000 i E i 6 __ 2,6,7 , E - _........ i 1500 : DATA EQUIPMENT- ELECT. 134 ._. ... .. 20 1 ---_ 23 .. C _.__... 24 20 1 - - .. ......... . _ LIGHTING - SITE PARKING LOT 454 - - L 6, 8 11-111-1-1....... 5 <,_ R...il€ BREAKER --_.. . ., 3 _._. 25 _._._..... A 26 _ __.... Sir,:.,:. ,l.Y _. _. 27 ---__. B 28 _._.._. 1 _..._ _.. __ .............__. _..._...... ._.... R > O Y SPACE 1 .._..__..._. 29 C 30 9PACc. ONLY TYPE CONNECTED LOAD (VA) NEC DEMAND FACTOR NEC DEMAND LOAD (VA) R RECEPTACLES510KVA 3780 1.00 3780 RECEPTACLES>10KVA - 0.50 - L LIGHTING 5506 1.25 6883 M LARGEST MOTOR - 0.25 - MOTORS - 1.00 - H I HEATING - 1.25 - C COOLING - 1.00 - E EQUIPMENT 8800 1.25 11000 WH WATER HEATER 1.00 I - TOTAL 1 17632 1 21549 PHASE A LOAD = 6294 VA PHASE B LOAD = 6280 VA PHASE C LOAD = 6232 VA NEC DEMAND LOAD = 60 A SPARE CAPACITY = 20 A TOTAL AVAILABLE = 80 A NOTES: 1 EXISTING PANELBOARD IN NEMA 1 RATED ENCLOSURE (G.E.). REFURBISH ENTIRE EXISTING PANELBOARD AS NEEDED. 2 PROVIDE LOCK ON CIRCUIT BREAKER WITH RED LABEL "DO NOT TURN OFF". 3 REMOVE EXISTING 20A, 2P CIRCUIT BREAKER AND REPLACE WITH NEW CIRCUIT BREAKER FOR NEW LOAD AS SHOWN. MAKE, TYPE AND AIC RATING OF NEW CIRCUIT BREAKER SHALL MATCH EXISTING CIRCUIT BREAKER. 4 EXISTING CIRCUIT BREAKER TO REMAIN FOR NEW LOAD AS SHOWN. 5 EXISTING MAIN CIRCUIT BREAKER TO REMAIN. 6 PROVIDE NEW CIRCUIT BREAKER FOR NEW LOAD AS SHOWN. MAKE, TYPE AND AIC RATING OF NEW CIRCUIT BREAKER SHALL MATCH EXISTING CIRCUIT BREAKER. 7 PROVIDE A DEDICATED HOMERUN BRANCH CIRCUIT. 8 PROVIDE HOMERUN BRANCH CIRCUIT VIA LIGHTING CONTROL PANEL (LCP). GENERAL NOTES A. ALL CONDUCTORS SHALL BE COPPER, INCLUDING EQUIPMENT GROUNDING CONDUCTORS. B. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR (EC) TO DETERMINE THE EXACT ROUTING AND EXACT LENGTH OF HOMERUN FEEDER AND BRANCH CIRCUITS WIRING. IF THE HOMERUN FEEDER AND BRANCH CIRCUITS WIRING EXCEEDED 75 FEET, THE ELECTRICAL CONTRACTOR SHALL ADJUST CONDUCTORS AND CONDUIT SIZES AS REQUIRED TO ACCOMMODATE VOLTAGE DROP (2% MAX. FOR ALL FEEDERS AND 3% MAX. FOR ALL BRANCH CIRCUITS PER 2017, 6TH EDITION, FLORIDA BUILDING CODE ENERGY CONSERVATION SECTIONS 505.7.3.1 AND 505.7.3.2 RESPECTIVELY). C. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY FOR THE EXACT NAMEPLATE RATING OF EACH OF THE MECHANICAL AND PLUMBING EQUIPMENT, INCLUDING ALL OWNER FURNISHED EQUIPMENT AND DEVICES PRIOR TO COMMENCING ANY WORK IN THIS SITE. ADJUST CIRCUIT BREAKER SIZE AND HOMERUN BRANCH CIRCUIT WIRING SIZE IF NEEDED. NOTIFY OWNER REPRESENTATIVE IMMEDIATELY FOR ANY CONFLICT OR DISCREPANCIES. D. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO FIELD VERIFY FOR THE CURRENT EXISTING CONDITIONS AND LAYOUTS. EC SHALL VISIT ALL EXISTING PANELBOARDS, DEVICES, ETC., INCLUDING ALL ASSOCIATED ITEMS WHICH ARE AFFECTED BY THIS NEW DEMOLITION AND RENOVATION WORK. EC SHALL TRACE ALL EXISTING AFFECTED FEEDERS AND HOMERUN BRANCH CIRCUIT WIRING BACK TO THE SOURCE AND SHALL BE MARKED PROPERLY PRIOR TO COMMENCING ANY NEW WORK IN THIS SITE. EC SHALL CONTACT THE GC IMMEDIATELY FOR ANY CONFLICT OR DISCREPANCIES. E. (ETR) INDICATES EXISTING TO REMAIN, UNLESS OTHERWISE NOTED. F. ALL EXISTING CIRCUITS TO REMAIN SHALL BE RECONNECTED WHETHER INDICATED OR NOT ON PROJECT DOCUMENTS. G. NEW AND EXISTING CIRCUIT DESIGNATIONS MAY NOT REPRESENT ACTUAL FIELD CONDITIONS, THEY ARE INTENDED FOR REFERENCE ONLY. H. COORDINATE WITH OTHER TRADES FOR ITEMS IN THEIR SCOPE OF WORK WHICH WOULD REQUIRE ELECTRICAL WORK (DISCONNECTION/RECONNECTION, ETC.) AND ARE NOT INDICATED ON THE ELECTRICAL PLANS. I. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PANELBOARDS' EXACT FEEDER SIZES AND SHOW THEM IN THE JOB SITE CONTRACT DOCUMENT DRAWINGS AT THE FINAL COMPLETION OF THIS PROJECT. REFURBISH ALL EXISTING PANELBOARDS (INSIDE AND OUTSIDE) WHICH ARE AFFECTED BY THIS NEW RENOVATION WORK. J. PROVIDE TRIP BARS ON ALL BRANCH BREAKERS SERVING MULTI -WIRE BRANCH CIRCUITS PER NEC REQUIREMENTS. WHEN CIRCUITS ON PLANS SHOW GROUPED WITHIN A SINGLE HOMERUN, THE CIRCUIT BREAKERS THAT FEED THOSE CIRCUITS SHALL BE PROVIDED WITH ONE OF THE FOLLOWING PER NEC 210.4: A SEPARATE NEUTRAL FOR EACH CIRCUIT; A SINGLE HANDLE TIE TO SIMULTANEOUSLY DISCONNECT THE GROUPED CIRCUITS; OR A 2-POLE OR 3-POLE CIRCUIT BREAKER AS REQUIRED. THIS DOES NOT APPLY TO DEDICATED 2-POLE AND 3-POLE CIRCUITS. K. PROVIDE NEW UPDATED PANELBOARD DIRECTORIES FOR ALL EXISTING PANELBOARDS. PANELBOARDS DIRECTORIES SHALL BE UPDATED/TYPEWRITTEN WITH ACCURATE AND CURRENT INFORMATION BY THE CONTRACTOR AT THE END OF CONSTRUCTION. DIRECTORIES SHALL REFLECT EXISTING UNCHANGED AND NEW RECORD CONDITIONS AND INCLUDE CIRCUIT NUMBER, TYPE AND LOCATION OF LOAD. TURN TO "OFF" POSITION AND IDENTIFY ALL ABANDONED BRANCH CIRCUIT BREAKERS AS SPARE. DATE DIRECTORY CARD AT FINAL COMPLETION. MECHANICAL EQUIPMENT GENERAL NOTES A. ELECTRICAL CONTRACTOR (EC) SHALL COORDINATE DISCONNECT, CIRCUIT BREAKER, ASSOCIATED WIRING AND CONDUIT WITH FINAL APPROVED MECHANICAL SHOP DRAWINGS SUBMITTALS PRIOR TO ORDERING ELECTRICAL EQUIPMENT. IF SIZE(S) OF ELECTRICAL EQUIPMENT REQUIRED DIFFERS FROM WHAT IS INDICATED ON ELECTRICAL PLANS, NOTIFY ELECTRICAL ENGINEER OF RECORD IMMEDIATELY OF CHANGES. B. DO NOT LOCATE ELECTRICAL EQUIPMENT AND/OR DEVICES OVER MECHANICAL EQUIPMENT ACCESS PANELS. C. PROVIDE 3/4" EMPTY CONDUITS THROUGH INACCESSIBLE LOCATIONS (I.E. WALLS, UNDER FLOOR SLAB) FOR ALL EQUIPMENT CONTROL WIRING. FIELD VERIFY FOR THE EXACT QUANTITY AND LOCATION AND COORDINATE WITH OTHER TRADES PRIOR TO ROUGH -IN. D. ELECTRICAL DESIGN IS BASED ON THE MANUFACTURER AND MODEL NUMBER LISTED ON THE MECHANICAL PLANS. IF THERE IS AN EQUAL OR ALTERNATE MANUFACTURER PROVIDED, THE MECHANICAUGENERAL CONTRACTOR SHALL BEAR ANY AND ALL ADDITIONAL COST RELATED TO THE ELECTRICAL CHANGES ASSOCIATED WITH SUCH SUBSTITUTIONS. E. ELECTRICAL CONTRACTOR SHALL INSTALL ALL STARTERS FURNISHED BY MECHANICAL CONTRACTOR, UNLESS STARTERS ARE SPECIFICALLY NOTED ON MECHANICAL PLANS TO BE FACTORY INSTALLED (SEE GENERAL NOTE D ABOVE). PROVIDE ALL FINAL WIRING CONNECTIONS. F. PROVIDE LIQUIDTIGHT (SEALTIGHT) FLEXIBLE WIRING CONNECTION FOR ALL MECHANICAL EQUIPMENT LOCATED OUTSIDE THE BUILDING. G. SEE MECHANICAL DRAWINGS FOR THE EXACT LOCATION OF ALL EQUIPMENT AND COORDINATE WITH OTHER TRADES PRIOR TO COMMENCING ANY WORK. design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchiitecture.c©m #AA0003393 All reproduction & intellectual property rights reserved 2017 Project DiNi'k'ta I Medical Group _ I Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis genesis engineering group, Ilc. 2601 Cantu Ct., Suite 501 Sarasota, fl 34232 www.geneng.net coa#29304 project #1 8-1 89FL Professional Sea%l ```% %11111111111//// /i i i E N S F •. o. 85866 - 21JI - of o - STATE Of , ► I • % P� �V� � 0 i 0 1 R i . i� �'s ••••.....•• 1 N� 1 G // ONAL �� // �� / 1 I/111111I11 No. Revision Description Date 1 PERMIT AND BID 12/1 /2 ET 1 S 0 O8 No. Revision Description Date Drawn By: BV Checked By: SS Project Number: 18190 Sheet Title ELECTRICAL SCHEDULES Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number E201 I lo, I t 1 v Iumiww101 1 1 1, i_ 1 1 1 gv 1 11 I --- f I I 1. 1 II 1' Y II I I �I! I r., iwITIT 11"ri f P i,. ,• 1 I I �Ir�� .tt."II RQ I i i PROJECT COORDINATION GENERAL NOTES DUKE ENERGY EXISTING OVERHEAD TRANSFORMERS BANK ((3)-25 KVA) 208Y/12OV, 3-PHASE, 4-WIRE (13,900 AFC) (E) EXTERIOR WALL METER (ETR) O DUKE ENERGY. November 9, 2018 Station IDs: 11400800521010 5923 7TH ST ZEPHYRHILLS FL 33542 Good afternoon: We are providing the following information based upon your request for the available short circuit current. Duke Energy provides the maximum short circuit current based on infinite buss on the source side of the supply transformer and minimum transformer impedance for the size and voltage installed. The short circuit current value provided would be the utility design maximum fault current available based upon a bolted fault at the point of delivery. ROOF (E) MAIN ELECTRICAL ROOM PANEL PANEL A.. "R" (ETR) (ETR) O � O EXISTING POWER RISER DIAGRAM NTS The calculated maximum available short circuit current requested at the point of delivery for the above referenced service location is as follows: (Short Circuit current in RMS symmetrical Amperes) Three-phase 13,900 ABC Transformer Information: Transformer KVA Transformer Voltage Transformer percent impedance Transformer X/R ratio Kind Regards, 75 KVA 120 208 1.5 %Z 1.26 X/R Lillian Marcano Engineering Design Associate 1 Distribution Force (1DF) - Duke Energy Florida Office: (727) 562 - 3903 DUk1, Sz , Flurjda BUILDING NEW DEMAND LOAD SUMMARY LOAD DESCRIPTION (E) MECHANICAL YARD CONNECTED KVA DEMAND KVA GENERAL LIGHTING = 5.05 KW AT 125% DF......................................................................................................................................................................................... 5.05 .......................... 6.32 RECEPTACLES = 52.74 KW (1ST 10 KW @ 100% DF, REMAINING # 50% DF)................................................................................................................................... 52.74 .......................... 31.37 HEATING= 20.74 @ 125% DF.................................................................................................................................................................................................................. 20.74 .......................... 25.93 COOLING= 11.61 KW @ 100% DF........................................................................................................................................................................................................... 11.61 .......................... 11.61 EQUIPMENT= 26.58 KW @ 125% DF...................................................................................................................................................................................................... 26.58 .......................... 33.23 WATERHEATER = 9.00 KW @ 100% DF................................................................................................................................................................................................. 9.00 .......................... 9.00 LARGESTMOTOR = 1.91 KW @ 25% DF................................................................................................................................................................................................ 0.00 .......................... 0.48 TOTAL = 125.72 117.94 NEW CALCULATED DEMAND LOAD: 117.94 KVA @ 208Y/120V, 3-PHASE, 4-WIRE = 327 AMPS. NOTE: THE EXISTING 400A, 208Y/120V, 3-PHASE, 4-WIRE HEAVY DUTY SELF-CONTAINED SERVICE METER IS ADEQUATE TO HANDLE THE NEW DEMAND LOAD AS INDICATED ABOVE. ENERGY CODE COMPLIANCE STATEMENT: ELECTRICAL DESIGN CONFORMS WITH THE REQUIREMENTS OF THE CURRENT ASHRAE 90.1 - 2010 LIGHTING POWER DENSITIES: EXISTING BUILDING LIGHTING RENOVATION (INTERIOR - HEALTH CARE CLINIC): TOTAL AREA = 5,475 SQUARE FEET LIGHTING CONNECTED LOAD = 3,119 WATTS (3,119 WATTS / 5,785 SQUARE FEET = 0.539 WATTS PER SQUARE FOOT) - CODE ALLOWS 1.00 WATT PER SQUARE FOOT PER ASHRAE 90.1 - 2010 LIGHTING POWER DENSITIES. a 1. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 2. (ETR) INDICATES EXISTING TO REMAIN, UNLESS OTHERWISE NOTED. 3. ALL EXISTING CIRCUITS TO REMAIN SHALL BE RECONNECTED WHETHER INDICATED OR NOT ON PROJECT DOCUMENTS. 4. NEW AND EXISTING CIRCUIT DESIGNATIONS MAY NOT REPRESENT ACTUAL FIELD CONDITIONS, THEY ARE INTENDED FOR REFERENCE ONLY. 5. COORDINATE WITH OTHER TRADES FOR ITEMS IN THEIR SCOPE OF WORK WHICH WOULD REQUIRE ELECTRICAL WORK (DISCONNECTION/RECONNECTION, ETC.) AND ARE NOT INDICATED ON THE ELECTRICAL PLANS. 6. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PANELBOARDS EXACT FEEDER SIZES AND SHOW THEM IN THE JOB SITE CONTRACT DOCUMENT DRAWINGS AT THE FINAL COMPLETION OF THIS PROJECT. SEE ELECTRICAL SPECIFICATION NOTE #46 FOR ADDITIONAL INFORMATION. 7. PROVIDE NEW UPDATED PANELBOARD DIRECTORIES FOR ALL EXISTING PANELBOARDS. PANELBOARDS DIRECTORIES SHALL BE UPDATED/TYPEWRITTEN WITH ACCURATE AND CURRENT INFORMATION BY THE CONTRACTOR AT THE END OF CONSTRUCTION. DIRECTORIES SHALL REFLECT EXISTING UNCHANGED AND NEW RECORD CONDITIONS AND INCLUDE CIRCUIT NUMBER, TYPE AND LOCATION OF LOAD. TURN TO "OFF" POSITION AND IDENTIFY ALL ABANDONED BRANCH CIRCUIT BREAKERS AS SPARE. DATE DIRECTORY CARD AT FINAL COMPLETION. 8. ALL BRANCH CIRCUITS SERVING PATIENT CARE AREAS SHALL BE PROVIDED WITH AN EFFECTIVE GROUND -FAULT CURRENT PATH BY INSTALLATION IN A METAL RACEWAY SYSTEM, OR A CABLE HAVING A METALLIC ARMOR OR SHEATH ASSEMBLY. THE METAL RACEWAY SYSTEM, OR METALLIC CABLE ARMOR, OR SHEATH ASSEMBLY SHALL QUALIFY AS AN EQUIPMENT GROUNDING CONDUCTOR IN ACCORDANCE WITH 2O14 NEC ARTICLE 250.118. WIRING IN PATIENT CARE AREAS SHALL COMPLY WITH 2O14 NEC ARTICLE 517.13(A) AND (B). Q POWER RISER DIAGRAM KEYNOTES 1. EXISTING 400A, 208Y/12OV, 3-PHASE, 4-WIRE HEAVY DUTY SELF-CONTAINED METER TO REMAIN, INCLUDING ALL ASSOCIATED FEEDERS, GROUNDING, ETC. ELECTRICAL CONTRACTOR (EC) SHALL MEET WITH DUKE ENERGY PROJECT ENGINEER AT THE JOB SITE PRIOR TO START OF CONSTRUCTION FOR WORK ORDER (WO #30321358). EC SHALL CONFIRM FOR THE EXACT SIZE OF SERVICE METER, INCLUDING THE EXACT SIZE OF UNDERGROUND SERVICE ENTRANCE FEEDERS. DOCUMENT ALL FINDINGS INTO JOB SITE CONTRACT DOCUMENTS. NOTIFY OWNER REPRESENTATIVE AND FOR IMMEDIATELY FOR ANY DISCREPANCIES FOUND. 2. EXISTING UNDERGROUND SE FEEDERS TO REMAIN. EC SHALL FIELD VERIFY FOR THE EXACT SIZE AND QUANTITY OF EXISTING FEEDERS. DOCUMENT ALL FINDINGS BY SHOWING THEM INTO THE JOB SITE CONTRACT DOCUMENTS AS PART OF THE AS -BUILT DRAWINGS PROCESS. EC SHALL NOTIFY OWNER REPRESENTATIVE IMMEDIATELY FOR ANY DISCREPANCIES. 3. EXISTING PANELBOARD TO REMAIN AS INDICATED. SEE PANEL SCHEDULE ON SHEET E201 FOR NEW WORK MODIFICATION AND OTHER ADDITIONAL INFORMATION. 4. EXISTING SURGE PROTECTION DEVICE TO REMAIN, INCLUDING ALL ASSOCIATED ITEMS. EC SHALL PROVIDE TESTING FOR FUNCTIONALITY AND PROPER OPERATION. NOTE: NOTIFY OWNER REPRESENTATIVE IMMEDIATELY FOR ANY DISCREPANCIES. 5. EXISTING BUILDING MAIN GROUNDING SYSTEM TO REMAIN. NOTE: EC SHALL PROVIDE RESISTANCE TESTING. OBTAIN TWENTY FIVE (25) OHMS MAXIMUM RESISTANCE AS READ WITH A GROUNDING RESISTANCE TESTER, USING TWO REFERENCE RODS. IF TWENTY FIVE (25) OHMS CANNOT BE ACHIEVED, CONTRACTOR SHALL PROVIDE ADDITIONAL RODS, UNTIL TWENTY FIVE (25) HAS BEEN OBTAINED. 6. EXISTING 100A, 3P, 208Y/120V AUTOMATIC TRANSFER SWITCH (ATS) TO REMAIN AS IS. EC SHALL PROVIDE ENGRAVED RED SIGN ON EQUIPMENT FRONT ENCLOSURE " NOT USED FOR THIS BUILDING CURRENT TENANT OPERATION". 7. EXISTING 100A, 3P, 208Y/120V EMERGENCY MAIN ENCLOSED CIRCUIT BREAKER TO REMAIN AS IS. EC SHALL PROVIDE ENGRAVED RED SIGN ON EQUIPMENT FRONT ENCLOSURE " NOT USED FOR THIS BUILDING CURRENT TENANT OPERATION". NOTE: TURN THE CIRCUIT BREAKER AND PADLOCK TO "OFF" POSITION. TURN OVER KEY TO LANDLORD'S OWNER REPRESENTATIVE, 8. EC SHALL REMOVE EXISTING FEEDER CONDUCTORS ONLY FROM THE SOURCE. 9. EXISTING EMERGENCY PANELBOARD TO REMAIN AS IS. EC SHALL PROVIDE ENGRAVED RED SIGN ON EQUIPMENT FRONT ENCLOSURE " NOT USED FOR THIS BUILDING CURRENT TENANT OPERATION". 10. PROVIDE NEW WP CAP ON EXISTING STUBBED -UP CONDUIT(S). ALSO, PROVIDE APPROVED WATERTIGHT SEAL IN THE OTHER END OF EXISTING CONDUIT LOCATED INSIDE THE EXISTING ATS. 11, PROVIDE NEW WP CAP ON EXISTING ABANDONED STUBBED -UP CONDUIT(S) FOR ALL REMOVED EXISTING DISCONNECT SWITCHES. ALSO, PROVIDE APPROVED WATERTIGHT SEAL IN THE OTHER END OF EACH EXISTING CONDUIT LOCATED INSIDE THE EXISTING PANELBOARD. S design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.com #AA0003393 All reproduction & Intellectual property rights reserved 2017 Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis Cg n e s i s engineering group, Ilc. 2601 Cantu Ct., Suite 501 sarasota, fl 34232 www geneng.net coa #29304 project #18-189FL Professional Seal �OENS�'•.��: * o. 85866 0� • � STATE OF !Y0 AN , .t> 0 R t + "'17 ORAL No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: BV Checked By: SS Project Number: 18190 Sheet Title POWER RISER D IAG RAM Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number E301 I _ t I I I rl I I N'41411 11111111 Ill 1, I ROOF ' III 1 11 1 . - 11 1 1 1 Ills, I 1 IIA' 1 I L' FIRE ALARM - SEQUENCE OF OPERATIONS ANNUNCIATIONAT TRANSMIT SIGNALS EVACUATIC LOCAL PANELS TO FIRE DEPARTMENT SIGNALS ZO 4, Ate° �� v �Q� Q�Q\<u \vim �O v °2 � Q Q� O� co �o �c 20 OJm Q4Q- 02Q O�2 tv� �O v0 t�� coJ V° -s s 0v v v v v °J S�JQ S�JQ SyJJQ �Q 6J QQ V - 2 2 2 JQ\O JO\O JJ\° JJ\O Og�00OQ� # SYSTEM INPUTS A B C D E F G H I J K 1 MANUAL FIRE ALARM PULL STATION X X X 2 SPOT -TYPE SMOKE DETECTORS X X X 3 BEAM SMOKE DETECTORS 4 IN -DUCT SMOKE DETECTOR X X 5 WATER FLOW SWITCHES - WET -PIPE SPRINKLER SYSTEM 6 CARBON MONOXIDE/VOX DETECTORS 7 LOW LEVEL OPTICAL FIRE DETECTOR TROUBLE CONDITIONS 8 LOW BATTERY VOLTAGE I X X CIRCUIT FAULT X X X _L 10 SUPERVISED COMPONENT FAILURE X X 11 AC POWER FAILURE X X SUPERVISORY SIGNALS 12 1 VALVE SUPERVISORY SWITCHES X X FACILITY FIRE ALARM DETECTION SYSTEM FUNCTIONAL MATRIX NITS FIRE ALARM SYSTEM CABLE LEGEND: A - 2 CONDUCTORS 16 AWG FPLR (ADDRESSABLE SIGNALING LINE CIRCUIT) B - 2 CONDUCTORS 14 AWG FPLR (NOTIFICATION APPLIANCE CIRCUIT) AA- (2) #14 THWN/THHN RED & BLACK (ADDRESSABLE SIGNALING LINE CIRCUIT (UNDERGROUND) N - 4 CONDUCTORS 16 AWG FPLR (S-BUS) 1. THIS BUILDING REQUIRES A FIRE ALARM SYSTEM THAT COMPLIES WITH NFPA 72 (2013 EDITION), FLORIDA FIRE PREVENTION CODE (2017, 6TH EDITION), NFPA 70 ARTICLE 760 (2014 EDITION), NFPA 101 (2015 EDITION), AND LOCAL AHJ REQUIREMENTS AND SPECIFICATIONS. SEE KEY CODES AND STANDARDS ON SHEET E-0.0 FOR ADDITIONAL INFORMATION. 2. THE SELECTED FIRE ALARM SYSTEM CONTRACTOR IS EXPECTED TO BE FAMILIAR WITH THE ACCEPTED PRACTICES OF LOCAL AHJ AND SHALL INCLUDE ALL EQUIPMENT, DEVICES, MATERIALS AND LABOR TO MEET ALL APPLICABLE CODES AND LOCAL AHJ REQUIREMENTS AND SPECIFICATIONS. 3. THE FIRE ALARM SYSTEM SHALL BE PREPARED BY A DELEGATED FIRE ALARM SYSTEM CONTRACTOR (NICET LEVEL 4 TECHNICAL TRAINING). IT IS THE SOLE RESPONSIBILITY OF THE FIRE ALARM SYSTEM CONTRACTOR TO PROVIDE A COMPLETE SET OF SHOP DRAWINGS SUBMITTALS REFLECTING A FULLY -FUNCTIONAL, CODE -COMPLIANT INSTALLATION. 4. THE FIRE ALARM SYSTEM SHOP DRAWINGS (1/8" SCALE PLANS) SHALL INCLUDE ALL EQUIPMENT, DEVICES, BATTERY CALCULATIONS, SEQUENCE OF OPERATIONS, POINT TO POINT WIRING, WIRING LEGEND, FA RISER DIAGRAM WITH ZONE LABELS, GENERAL NOTES AND KEYNOTES, ETC. INCLUDING COMPLETE EQUIPMENT AND DEVICES CUT SHEETS AND ALL RELATED DOCUMENTS. THE NON -LATCHING FIRE ALARM SYSTEM AND THE FIRE ALARM MONITORING SHALL BE CONTACT ID POINT ADDRESSABLE TO THE REMOTE SUPERVISING STATION VIA DIGITAL ALARM COMMUNICATOR TRANSMITTER. 5. COMPLETE FIRE ALARM SYSTEM SHOP DRAWINGS SHALL BE PROVIDED FOR APPROVAL BEFORE INSTALLATION OF FA SYSTEM STARTS. THESE DRAWINGS MUST BE STAMPED / APPROVED BY A PERSON WITH A NICET LEVEL 4 TECHNICAL TRAINING. 6. PROVIDE APPROVED TESTING OF THE ENTIRE FIRE ALARM SYSTEM IN THESE BUILDINGS FACILITY PER LOCAL AHJ REQUIREMENTS AND SPECIFICATIONS. 7. SYSTEMS SETUP AND PROGRAMMING SHALL COMPLY WITH LOCAL AHJ REQUIREMENTS AND SPECIFICATIONS. 8. DUCT SMOKE DETECTORS SHALL BE THE SAME MANUFACTURER AS THE FIRE ALARM CONTROL PANEL, AND FED FROM THE 24 VOLT DC FIRE ALARM CONTROL PANEL, NOT FROM THE HVAC CONTROLS. LOCATE THE DUCT SMOKE DETECTOR DOWNSTREAM OF THE AIR FILTERS AND UPSTREAM OF ANY BRANCH DUCTS. PROVIDE FLUSH MOUNT REMOTE TEST SWITCHES FOR EACH DUCT SMOKE DETECTOR. 9. DUCT SMOKE DETECTOR SHALL INTERFACE WITH THE AHU IT IS SERVING AND AUTOMATICALLY SHUT DOWN THAT AHU (ONLY). IF THE DISTANCE FROM THE DUCT SMOKE DETECTOR TO THE INTERFACE (CONTROL UNIT, STARTER, DDC CONTROLLER, ETC.) IS MORE THAN 3 FEET, PROVIDE AN ADDRESSABLE RELAY MODULE WITHIN 3 FEET OF THE INTERFACE. 10. THE FIRE ALARM SYSTEM CONTRACTOR SHALL BE AN AUTHORIZED REPRESENTATIVE AND DISTRIBUTOR BY THE APPROVED MANUFACTURER. THE INSTALLING CONTRACTOR SHALL PROVIDE A FACTORY TRAINED AUTHORIZED REPRESENTATIVE OF THE MANUFACTURER WITH A NICET LEVEL 4 TECHNICAL TRAINING FOR THE PROJECT. THIS INDIVIDUAL SHALL SUPERVISE THE INSTALLATION OF THE SYSTEM. THE ACCEPTABLE DIGITAL ADDRESSABLE SYSTEMS SHALL BE BY NOTIFIER. 11. THE FACTORY TRAINED AUTHORIZED REPRESENTATIVE OF THE MANUFACTURER OR A NICET LEVEL 4 FIRE ALARM TECHNICIAN SHALL CERTIFY THE SYSTEM IN ACCORDANCE WITH THE DESIGN, SPECIFICATIONS, SHOP DRAWINGS, AND NFPA 72. THIS INDIVIDUAL MUST BE PRESENT AT ALL INSPECTIONS AND TESTING OF THE SYSTEM. FINISHED FLOOR FIN. GRADE F �-- Ha-� �--- SO--� CM D SIGNALING 1A LINE CIRCUIT (SLC) 1 BJ - F LJ TYPICAL NOTIFICATION APPLIANCE CIRCUIT (NAC) 1N- FIRE ALARM PRIMARY CHANNEL: CONTROL PROVIDE A DEDICATED TELEPHONE LINE (LOOPS START PANEL TELEPHONE CIRCUIT) FOR COMMUNICATION WITH THE (FACP) J SPD LOCAL REMOTE MONITORING CENTRAL STATION FACILITY LOCATED IN MAIN ELECT. _ L-18M��7 SECONDARY CHANNEL: PROVIDE TELEPHONE LINE, CELLULAR TELEPHONE CONNECTION, ONE-WAY PRIVATE RADIO ALARM SYSTEM OR TRANSMISSION MEANS COMPLYING WITH NFPA 72 26.6.3.1 FOR COMMUNICATION WITH THE LOCAL REMOTE MONITORING CENTRAL STATION FACILITY FIRE ALARM ANNUNCIATOR PANEL LOCATED AT FRONT WAITING AREA / ENTRY DOOR L#6 THW CU GROUND, PROVIDE WP WP WP APPROVED GROUNDING/BONDING SIGNALING LINE CIRCUIT (SLC) CONNECTION TO BUILDING EXISTING CM TS TS AT BACKFLOW PREVENTER LOCATION MAIN GROUNDING ELECTRODE SYSTEM AA NOTE: NOT ALL DEVICES ARE SHOWN, SEE FLOOR PLANS ON SHEET E103 FOR QUANTITY AND LOCATION. ALSO, SEE FINAL APPROVED MECHANICAL DRAWINGS FOR EXACT LOCATION OF DUCT SMOKE DETECTORS. ADDRESSABLE FIRE ALARM SYSTEM RISER DIAGRAM NTS FIRE ALARM SYSTEM GENERAL NOTES 12. THIS RISER IS DIAGRAMATIC AND DOES NOT REFLECT THE ENTIRE SYSTEM. REFER TO FINAL APPROVED FIRE ALARM SYSTEM SHOP DRAWINGS SUBMITTALS FOR EXACT REQUIREMENTS, SPECIFICATIONS AND ADDITIONAL INFORMATION. 13. FIRE ALARM INITIATION DEVICE CIRCUIT SHALL BE WIRED STYLE B (CLASS B), NOTIFICATION APPLIANCE CIRCUITS SHALL BE WIRED STYLE Y (CLASS B) AND ADDRESSABLE SIGNALING LINE CIRCUIT SHALL BE WIRED STYLE 4 (CLASS B). 14. PROVIDE ADDITIONAL NOTIFICATION POWER SUPPLIES AS REQUIRED TO POWER AUDIOVISUAL DEVICES. 15. MOUNT FIRE ALARM CONTROL PANEL AND FIRE ALARM TERMINAL CABINETS AT 72" AFF TO THE TOP OF ENCLOSURE. 16. MOUNT MANUAL PULL STATIONS AT 48" TO TOP OF DEVICE AS REQUIRED BY CODE. 17. SMOKE DETECTORS SHALL NOT BE MOUNTED ANY CLOSER THAN 3'-0" FROM ANY HVAC AIR DIFFUSER. 18. MOUNT NOTIFICATION DEVICE AT 80" AFF FROM THE BOTTOM OF THE LENS, UNLESS OTHERWISE NOTED AND SHOWN ON ELECTRICAL PLANS. 19. SURFACE MOUNTED KNOX BOX OR LOCK BOX SHALL BE LOCATED AT A HEIGHT OF NOT LESS THAN 8'-0"AFF AND NOT MORE THAN 12'-0"AFF. FLUSH MOUNTED LOCK BOX SHALL BE LOCATED AT HEIGHT OF NOT LESS THAN 4'-0" AFF AND NOT MORE THAN 6-0" AFF. PROVIDE APPROVED WIRING CONNECTION TO IDS PANEL. 20. THE FIRE ALARM CONTROL PANEL SHALL NOT BE USED TO POWER ANY UNAUTHORIZED DEVICE. 21. FIELD VERIFY THE EXACT LOCATION OF ALL DEVICES PRIOR TO ROUGH -IN. 22. IDENTIFY ALL FIRE ALARM IONIZATION DETECTORS WITH ZONE/ADDRESS & POINT NUMBER. 23. ALL AUDIBLE AND STROBE SIGNAL DEVICES SHALL BE SUPERVISED. 24. THE CEILING MOUNTED DETECTORS SHALL NOT BE CLOSER THAN 24 INCHES FROM ANY VERTICAL OBSTRUCTION (BEAM, COLUMN, AIR CONDITIONER DUCT ETC.). 25. OUTLET BOXES FOR DETECTORS IN CEILINGS SHALL BE MOUNTED FLUSH. BOXES IN LAY -IN CEILING SHALL BE SUPPORTED FROM TEE BAR HANGERS. 26. LOCATE DEVICES TO AVOID ANY CONFLICT WITH HVAC DUCTS. 27. PROVIDE SURGE PROTECTION DEVICES (SPD) AND REQUIRED PROTECTIVE FEATURES. 28. PROVIDE CELLULAR COMMUNICATOR DEVICE AND ACCESS SYSTEM RELEASE RELAY ADJACENT TO FACP. 29. EACH AND ALL ITEMS OF THE FIRE ALARM SYSTEM SHALL BE LISTED AS A PRODUCT OF A SINGLE FIRE ALARM SYSTEM MANUFACTURER UNDER THE APPROPRIATE CATEGORY BY THE'U.L.' LABEL. ALL CONTROL EQUIPMENT IS TO BE LISTED UNDER UL CATEGORY UOJZ AS A SINGLE CONTROL UNIT. PARTIAL LISTING SHALL NOT BE ACCEPTABLE. 30. IN ADDITION TO THE UL-UOJZ REQUIREMENT MENTIONED ABOVE, THE SYSTEM CONTROLS SHALL BE UL LISTED FOR POWER LIMITED APPLICATIONS PER NEC 760. ALL CIRCUITS MUST BE MARKED IN ACCORDANCE WITH NEC ARTICLE 760-23, 31. THE SYSTEM SHALL BE INSTALLED AND INSPECTED BY A CERTIFIED INSTALLER AND SHALL BE FUNCTIONALLY TESTED IN THE PRESENCE OF THE OWNER AND THE FIRE MARSHAL. (ADVISE ENGINEER OF RECORD). 32. UNLESS OTHERWISE NOTED, ALL WIRING SHALL BE NO. 14 AWG COPPER, UON AND SUITABLE FOR USE WITH POWER LIMITED CIRCUITS. ALL FIRE ALARM CONDUCTORS TO BE RUN IN CONDUIT (MINIMUM 3/4 INCH) SPOT PAINT ALL FIRE ALARM CONDUIT AND JUNTION BOXES "RED". CONDUIT SHALL BE IDENTIFIED TO WITHIN 6 INCHES OF THE BOX OR ENCLOSURE. 33. CONTRACTOR SHALL FIELD COORDINATE WITH SECURITY SYSTEM SUPPLIER/INSTALLER AND OWNER REQUIREMENTS TO PROVIDE OVERRIDE FOR DOOR SECURITY SYTEM. (DOORS TO UNLOCK UPON ACTIVATION OF BUILDING FIRE ALARM SYSTEM) CONTRACTOR TO FURNISH ALL RELAYS AND WIRING AS REQUIRED FOR OVERRIDE. 34. THE SYSTEM SHALL BE ADDRESSABLE. NON -CODED ELECTRICALLY SUPERVISED WITH A TROUBLE SIGNAL THAT SHALL SOUND WHEN ANY OPEN OR GROUND CONDITION ON THE SYSTEM OCCURS THAT WOULD PREVENT THE SOUNDING OF AN ALARM OR ALLOW THE SYSTEM TO TRANSMIT AN ALARM TO A REMOTE CENTRAL MONITORING STATION. 35. PROVIDE STANDBY POWER (LEAD ACID GEL CELL BATTERIES) SERIES CONNECTED WITH SUFFICIENT AMP HOUR CAPACITY TO OPERATE THE SYSTEM UNDER SUPERVISORY CONDITIONS WITH AC POWER DISCONNECTED FOR 24 HOURS AND AT THE END OF THIS PERIOD OPERATE THE ALARM DEVICES FOR FIVE CONSECUTIVE MINUTES. 36. A FULLY AUTOMATIC BATTERY CHARGER SHALL BE PROVIDED WHICH SHALL BE CAPABLE OF RESTORING 90% OF A DEAD BATTERY'S CAPACITY WITHIN 24 HOURS. 37. PANEL SHALL INCORPORATE REQUIRED MODULES FOR FAN, RTU AND AIR HANDLER SHUTDOWN. LABEL'FAN DISCONNECT'. 38. WET LOCATION WIRING REQUIREMENTS FOR UNDERGROUND SHALL HAVE PROTECTION AGAINST DAMAGE. TOP OF CONDUIT(S) SHALL BE 24" (MIN.) BELOW FINISHED GRADE. 38. UPON ACTIVATION OF ANY ALARM INITIATING DEVICE (MANUAL STATION OR SMOKE DETECTOR) THE FOLLOWING SHALL OCCUR. SEE FACILITY FIRE ALARM DETECTION SYSTEM FUNCTIONAL MATRIX, THIS SHEET, FOR DETAILS.: 1. ALL HORNS SHALL SOUND. 2. VISUAL STROBES SHALL FLASH AND BE SYNCHRONIZED. 3. FAN SHUT DOWN RELAYS SHALL BE DENERGIZED AND SHALL INTERRUPT CONTROL POWER TO FAN POWERED BOXES AND/OR AIR HANDLING UNITS. 4. AN AUTOMATIC SIGNAL SHALL BE SENT TO A U.L. APPROVED CENTRAL MONITORING STATION. 5. SECURITY SYSTEM OVERRIDE TO RELEASE ALL LOCKED DOORS. FAC 61G15-32.008 COMPLIANCE NOTES FOR FIRE ALARM SYSTEM THE FIRE ALARM SYSTEM LAYOUT IS INTENDED TO CONVEY DESIGN INTENT OF THE ENGINEER OF RECORD IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 61G15-32.008. THE DESIGN OF THE FIRE ALARM SYSTEM SHALL BE SUBMITTED BY THE FIRE ALARM SYSTEM CONTRACTOR FOR PERMIT AND FIRE MARSHAL APPROVAL. CONTRACTOR SHALL PREPARE AND SUBMIT FIRE ALARM DRAWINGS AND ALL CALCULATIONS REQUIRED IN ACCORDANCE WITH NFPA 72, PREVAILING CODES AND FAC 61G15-32.008. S design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.com #AA0003393 All reproduction & intellectual property rights reserved 2017 Project r'f ii�r. it Diwam w i ta Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis genesis engineering group, Ilc. 2601 Cantu Ct., Suite 501 Sarasota, fl 34232 w,vw.geneng.net coa #29304 project #18-189FL Professional Seal ```���tt I11►rilf .•• • C E /ys •..� _ .�• 85866 Y 1 t O (STA�TE OF • !Y z R � 01VAL No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: BV Checked By: SS Project Number: 18190 Sheet Title FIRE ALARM SYSTEM RISER DIAGRAM Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number E302 I I I I � 1 i t, � �n �• s �a'®tsar nn©�� I 1, ,rt"" r�rt l,t s I 7 � I f I I 11111'#' a I' 111Lt 11 I I # I SINGLE NOT TO SCALE * Momentary Switch DT-200 Wires Note The Manual ON feature via a momentary switch is optional. Refer to the installation instruction for additional information. 120/277 DT-305 Occupancy Sensor with Manual -On Standard Schematic CEILING MOUNTED DUAL TECHNOLOGY DT-305 OS OCCUPANCY SENSOR (MAXIMUM 1000 DT SQ FT PER SENSOR. REQUIRES BZ-200 POWER PACK OR APPROVED EQUAL) CEILING MOUNTED OCCUPANCY SENSOR NOT TO SCALE LM e Coupler 'DLM Vacancy Sensor 'NOTE: Corner mount Sensor shown with pigtail & supplied coupler. Ceiling mount Sensor has two RJ45 ports. Red Lighting Load (a) Yel Lighting Load (b) LMRC-102 LMPL-101 Dual Relay On/Off Digital Plug Load Room Controller Room Controller (Typical) Unswitched Hot Blk 120 LMRJ Series Pre -Terminated —Cables or CAT5e. Free Topology & Splitter Acceptable DLM Wall Switch LMSW-Series (As Needed) MIN DEVICES ARE PRESET FOR PLUG n' GO -OPERATION, ADJUSTMENT IS OPTIONAL, Sequence of Operation: In this configuration The LMRC-102 defaults to multi -level automatic-on/automatic off. Load (a) turns on automatically and load (b) defaults to manual -on control: both loads turn automatically off. The LMPL-101 defaults to automatic-on/automatic off, Maximum of 4 room controllers, controlling up to 8 loads and up to 24 communicating devices per DLM local network. For full operational details, adjustments and more features of the product, see the DLM System Installation Guide at www.wattstopper.com Red Controlled I 0 "Break -off removal on hot side required for split -circuit wiring. LMRC-102 & LMPL-101 Wiring Diagram IMMING LIGHTING/RECEPTACLE LOAD CONTROL System No. CAJ1044 (Formerly Sytem No. 319) F Ratings-2,3, and 4 Hr (See Items 2A and 4) T Rating-0 Hr L Ratring At Ambient-2 CFM/sq ft L Rating At 400 F-less than 1 CFM/sq ft SECTION A -A 1. FLoor or Wall Assembly -Lightweight or normal weight (100-150 pcf) concrete. Except as noted in table under Item 4, min. thickness of solid concrete floor wall may also be constructed of any min 6 in. thick UL Classified hollow -core Precast Concrete Units*. When floor is constructed of hollow -core precast concrete units, packing material (Item 3maria lrat llff Ilin. Floor material (Item 4) to be installed symetrically on both sides of floor, flush with floor sup assembly may also be constrcuted of any UL Classified Concrete Blocks*. Max dia of opening is 32 in. See Concrete BLocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. 1A. Steel Sleeve-(Optionals, not shown) -Max 15 in. ID (or smaller) Schedule 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly Sleeve may extend a max of 2 in, above top of floor or or beyond either surface of wall. Max 16 in. ID (or smaller) min 0.028 wall thickness (or heavier) galvanized steel sleeve cast or grouted into floor or wall assembly. Sleeve may extend a max of 1/2 in. beyond either surface of floor or wall. 2. Through Penetrants -One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Max annular space between pipe, conduit or tubing and edge of through opening or sleeve is dependent on the parametes shown in Item 4. Min annular space between pipe or conduit and edge of through opening is zero in. (point contact). Pipe conduit or tubing to be rigidly supported on both sides of floor or 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 6 in. diam (or smaller) rigid steel conduit. D. Conduit-Nom 4 in. diam (or smaller) steel electrical metallic tubing. E. Copper Tubing-Nom 6 in. diam (or smaller) Type L (or heavier) copper tube. F. Copper Pipe-Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Packing Material -Polyethylene backer rod or nom 1 in. thickness of tightly -packed mineral wool batt or glass fiber 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 accomodate the required thickness of caulk fill material (Item 4). 4. Fill, Void or Cavity Material* -Caulk -Applied to fill the annualar space flush with top surface of floor. In wall assemblies, required caulk thickness to be installed symmetrically on both sides of wall, flush with wall surface. The hourly F ratings and the min required caulk thicknesses are dependent upon a number of parameters, as shown in the following table: Min Floor Nom Pipe or Wall Tube or Conduit Max Annular Min Caulk F Thnkns, In Diam, In Space, In Tnkns, In Rating, Hr 2-1/2 1/2-12 1-3/8 1/2 2 2-1/2 1/2-12 3-1/4 1 2 4-1/2 1/2-6 1-318 1/4(a) 2 4-1/2 1/2-12 1-1/4 1/2 3 4-1/2 1/2-20 2 1 3 4-1/2 1/2-20 2 1 3 4-1/2 1/2-12 3-1/4 1 3 5-1/2 1/2-6 1-3/8 1(b) 4 (a)Min 2 in thickness of mineral -wool batt insulation required in annular space. (b)Min 1 in. thickness of mineral -wool batt insulation required in annular space on both sides of floor or wall assembly. Min 1 in. thickness of caulk to be installed flush with each surface of floor or wall assembly. Minnesota Mining & Manufacturing Co.-CP 25WB+. *Bearing the UL Classification Marking CONCRETE CONDUIT PENETRATION DETAIL NOT TO SCALE System No. WL1001 (Formerly Sytem No. 147) F Ratings-1,2,3 and 4 Hr (See Items 2 and 3) T Rating-0,1,2,3, and 4 Hr (See Item 3) L Ratring At Ambient -less than 1 cfm/SQ. FT. L Rating At 400 F-less than 1 CFM/sq ft I ►A SECTION A -A 1. Wall Assembly -The 1,2,3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs -Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. B. Wallboard, Gypsum*-Nom 1/2 or 5/8 in. thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 13-1/2 in. 2. Pipe or Conduit-Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, nom 12 in. diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. diam (or smaller) Class 50 (or heavier) ductile irom pressure pipe, nom 6 in. diam (or smaller) steel conduit, nom 4 in. diam (or smaller) steel electrical metallic tubing, nom 6 in. diam (or smaller) Type L or (or heavier) copper tubing or nom 1 in. diam (or smaller) flexible steel conduit. When copper pipe is used, max F rating of firestop system (item 3) is 2 h. Steel pipes or conduits larger than nom 4 in. diam may only be used in walls constructed using steel channel studs. A max of one pipe or conduit is permitted in the firestop system. Pipe or conduit to be installed near center of stud cavity width and to be rigidly supported on both sides of wall assembly. 3. Fill, Void or Cavity Mate rial*-Caulk-Caulk fill material installed to completely fill annular space between pipe or conduit and gypsum wallboard and with a min 1/4 diam bead if caulk applied to perimeter of pipe or conduit at its egress from the wall. Caulk installed symmetrically on both sides of wall assembly. The hourly F rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table. The hourly T rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below: Neutral 120V/23OV/277V Ground or 347V (PW-100-347) (See installation instuctions) DRYWALL CONDUIT PENETRATION DETAIL NOT TO SCALE Single Switch For use with PW-100 and PW-100-347 Typical Wiring for Switches PW-100 and PW-100-347 OS WALL MOUNTED OCCUPANCY DT SENSOR - DUAL TECHNOLOGY 91R WALL MOUNTED OCCUPANCY SENSOR -PASSIVE INFRARED TECHNOLOGY WALL MOUNTED OCCUPANCY SENSOR NOT TO SCALE design styles architecture 1708 E Columbus drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 d esignstyl esarchiltecture.Com #AA0003393 All reproduction i£ intellectual property rights reserved 2017 Project Y ,( DaViEd T Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis (CgeInes is engineering group, IIC. 2601 Cantu Ct., Suite 501 Sarasota, fl 34232 www.geneng.net coa #29304 project #18-189FL Professional Seal '� o. 85866 STATE of a 10 No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: BV Checked By: SS Project Number: 18190 Sheet Title ELECTRICAL DETAILS Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number E401 i. e1.,ir-nll !mt1 + I IN5r1_ ni I �t. l� �f�'1��I�r ARCHITECTURAL CEILING GRID —t LUMINAIRE. REFER TO SCHEDULE NAMEPLATE COLOR NORMAL - BLACK — LETTERING SHALL BE 1/4" HIGH LUMINAIRE MANUFACTURER'S MOUNTING HARDWARE FIXTURE WHIP FROM JUNCTION BOX (1829mm (6') LONG MAX.) LUMINAIRE. REFER TO SCHEDULE ACOUSTICAL CEILING TILE (TYP) LUMINAIRE SUSPENSION WIRES REFER TO SPECIFICATION SECTION 26 51 00 3 TWIST MINIMUM (TYP) GENERAL NOTE: 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOUNTING INSTRUCTIONS AND USING THE RECOMMENDED MOUNTING HARDWARE. LUMINAIRE MOUNTING DETAIL - LAY -IN CEILING NOT TO SCALE PANEL A ® 208Y/120V, 3PH, 4W FED FROM WIREWAY LETTER (FILL) COLOR NORMAL - WHITE INDICATED VOLTAGE, NO. OF PHASES, NO. OF WIRES ATTACH NAMEPLATE WITH 2 SCREWS INDICATES WHERE THIS EQUIPMENT IS FED FROM TYPICAL EQUIPMENT NAMEPLATE DETAIL NOT TO SCALE CEILING HANGER oo"oo,7 LUMINAIRE SUSPENSION WIRE WIRE, TYP. I REFER TO SPECIFICATION SECTION 2651 00. WIRE TIE OR SCREW BAR HANGER y •-�. %a -ARCHITECTURAL CEILING GRID :•;•. BAR HANGERS .RECESSED CAN..* LUMINAIRE "�' •: .,:.':.4:; •• "' �' `F.i ACOUSTICAL ~:4.j' ",; : �;'''..� : CEILING TILE (TYP) •cam �.a�•r:' •.G"•'}` .i�'.I, :,�..• ..,:'.i•• ••. � RECESSED CAN FIXTURE WHIP FROM LUMINAIRE JUNCTION BOX (1829mm (6') LONG MAX) ARCHITECUTRAL CEILING GRID GENERAL NOTE: 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOUNTING INSTRUCTIONS AND USING RECOMMENDED MOUNTING HARDWARE DOWNLIGHT MOUNTING DETAIL - LAY -IN CEILING NOT TO SCALE ALL GROUNDING SYSTEMS INCLUDING TELEPHONE, DATA, CAN, SECURITY, ETC. SHALL BE TIED TOGETHER IN ACCORDANCE WITH 2O14 NEC ARTICLE 800.100(B)(2)(7). ROUTE #2 THWN/THHN CU INTERSYSTEM GROUNDING ELECTRODE CONDUCTOR FROM TELECOM MAIN GROUNDING BUSBAR (TMGB) TO EQUIPMENT MAIN GROUNDING BUSBAR (MGB). SEE GROUNDING ELECTRODE CONDUCTOR DETAIL THIS SHEET. INTERSYSTEM GROUNDING NOTE #1/0 THWN CU INTERSYSTEM NEU GROUNDING CONDUCTOR1 BUS CONNECTION OF FULL SIZE GROUND CONDUCTOR TO BLDG. STEEL AND FOUNDATION REINFORCING STEEt1 , FULL SIZE — (SEE RISER DIAGRAM) SERVICE EQUIPMENT EQUIPMENT - BONDING GROUND BAR JUMPER ENCLOSURE (TYP) FULL SIZE GNDG ELECTRODE CONDUCTOR TO METAL PIPING SYSTEMS (INCOMING WATER) PER 2014 NEC ARTICLE 250 5/8" x 10'-0" COPPER CLAD GROUND ROD (TYP. OF 2) b ill MIN. b GROUNDING ELECTRODE CONDUCTOR DETAIL NOT TO SCALE FIXTURE WHIP FROM JUNCTION BOX (1829mm (6') LONG MAX) HANGER WIRE AND MOUNTING CHANNEL ATTACHED TO STRUCTURE INTEGRAL GALVANIZED LIPPED STEEL MOUNTING CHANNEL /WIRE TIE THROUGH MOUNTING CHANNEL & CROSS BEAM, TYP. — ARCHITECTURAL CEILING GRID ACOUSTICAL CEILING TILE (TYP) ARCHITECTURAL CEILING GRID CEILING HANGER WIRE ARCHITECTURAL CEILING GRID --\ E LOCKING SQUARE WASHER & NUT — JUNCTION BOX- 6.35mm (1/4") SCREW GENERAL NOTE: 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOUNTING INSTRUCTIONS AND USING THE RECOMMENDED MOUNTING HARDWARE. EXIT SIGN MOUNTING - LAY -IN CEILING NOT TO SCALE 2"W x 1/4" GALVANIZED STEEL STANDOFF STRAPS. EXPANSION BOLT INTO WALL O O 0 0 0 O 0 IF THIS CONNECTOR OR CABLE IS o O O LOOSE OR MUST BE REMOVED O ® o PLEASE CALL THE BUILDING o O O TELECOMMUNICATIONS MANAGER 0 O 0 0 0 o 0 0 00 0 0 0 #2 AWG GREEN INSULATION TO O 0 INSULATOR BUILDING EXISTING MAIN o GROUNDING SYSTEM LOCATED O 0 0 OUTSIDE THE BUILDING 0 0 ADJACENT TO SERVICE METER O 10 0 ao o 0 f�v o 0 2 HOLES COMPRESSION 0 0 00 FITTING TO PREDRILLED 0 0 O HOLES 0 O O 0 NOTES: 1. GROUND BUSBAR SHALL BE A MINIMUM 5 INCH X 114 INCH COPPER BAR AT LEAST ONE (1) FEET IN LENGTH. 2. PROVIDE LENGTH SUFFICIENT FOR ALL INDICATED TERMINATIONS AND 20% SPARE MOUNTING SPACE. CONNECTIONS SHALL UTILIZE TWO HOLE COMPRESSIONS CONNECTOR. 3. GROUND BUSBAR SHALL BE MOUNTED MINIMUM 2" OFF WALL AND 12" Al 4. PROVIDE APPROVED FIBERGLASS INSULATORS PER BUILDING STANDARD. 5. PROVIDE APPROVED LABEL ON EACH GROUND CONDUCTOR. 6. GROUND BUSBAR SHALL BE READILY ACCESSIBLE IN THE DESIGNATED I.T. ROOM SPACE. 7. ALL GROUND CONDUCTORS SHALL BE ROUTED EITHER IN PVC CONDUIT OR IN AIR TO THE GROUND BUSBAR. PROVIDE PVC CONDUIT TO PROTECT CONDUCTOR IF NEEDED. 8. COMPRESSION TYPE CONNECTORS FOR CONDUCTORS SHALL BE USED WITH DOUBLE -HOLE LUGS. BOTH BOLTS FOR THE DOUBLE LUGS SHALL BE BOLTED AND TORQUED TO THE BUSBAR. 9. PROVIDE LAMINATED PLATES TO IDENTIFY THE PARTICULAR SYSTEM OR ITEM BONDED BY THE WIRE OR TAGS CONNECTED TO THE WIRE ITSELF. 10. PROVIDE GROUND RATED BELLEVILLE WASHERS BETWEEN BUSBAR AND CONNECTOR. PROVIDE CONDUCTIVE GREASE BETWEEN BUSBAR AND CONNECTIONS. PROVIDE FULL WRAP STRAP CONNECTORS. CLAMPING OF THE STRAPS SHALL BE WITH FULL SURFACE CLAMPING TOOL TO INSURE EVEN COMPRESSION AROUND THE CABLE. 11, PROVIDE 12 SETS OF TWO -HOLE PREDRILLED AND TAPPED HOLES FOR CONNECTION OF GROUNDING WIRE TERMINATION DEVICE. 12. PROVIDE #2 THWN COPPER WIRE IN 3/4" C TO THE EXISTING BUILDING MAIN GROUNDING SYSTEM LOCATED OUTSIDE THE BUILDING. 13. PROVIDE APPROVED GROUNDING/BONDING CONNECTION FROM EACH LOW VOLTAGE SYSTEM EQUIPMENT AND DEVICES WITH #6 THWN/THHN COPPER TO Ti 14. TELECOMM MAIN GROUNDING BUSBAR (TMGB) MUST BE UL LISTED. n TELECOM MAIN GROUNDING BUSBAR (TMGB) DETAIL NOT TO SCALE 0 design styles architecture 1708 E Columbus Drive Tampa, Florida 33605 p 813 241 6700 f 813 247 3757 designstylesarchitecture.com #AA0003393 All reproduction & Intellectual property rights reserved 2017 Project iVita 1 Medical Group Davita - Zephyrhills 5935 7th Street Zephyrhills, FL 33542 Prepared for JB Realty Partners In Association with: genesis genesis engineering group, Ilc. 2601 Cantu Ct., Suite 501 sarasota, fl 34232 www.geneng.net coa#29304 project#18-189FL Professional Seal ''''i C E /y4S ••• Cp o. 85866 1. STATE OF 41; O '.+� Q : • 4vW 'ORAL " No. Revision Description Date 1 PERMIT AND BID SET 12/10/2018 No. Revision Description Date Drawn By: BV , Checked By: SS Project Number: 18190 Sheet Title ELECTRICAL DETAILS Original drawing is 24 x 36 Do not scale contents of drawing Sheet Number E402 ,\44le Clc9t" � C. r 14