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Home My WebLink AboutAPH12 complete set 7-28-201.ALL WALLS SHALL RECEIVE (2) COATS (MIN.) FIRST QUALITY FLAT LATEX PAINT (U.O.N.). 2.BASE SHALL BE AS SCHEDULED. 3.FLOOR FINISHES ARE AS SCHEDULED. 4.CEILING TILE IS CLASS "A" ACOUSTIC TEGULAR LAY IN W/ 9/16" GRID. REPLACE DAMAGED, SOILED, BROKEN OR MISSING TILES AFTER CONSTRUCTION. DO NOT TOUCH UP DAMAGED TILES. 5.HARDWARE TO BE LEVER TYPE. 6.CONSULT LANDLORD/TENANT FOR SPECIFIC MANUFACTURERS NOT LISTED. 7.ALL COLUMNS, CONC. WALLS & WINDOW HEADERS SHALL BE FURRED TO MINIMUM DIMENSION POSSIBLE. (7/8" HAT FURRING MINIMUM U.O.N. AND 5/8" G.W.B.) 8.ALL LOW VOLTAGE WIRING (I.E. TEL) SHALL BE IN PRIOR TO ELECTRICAL INSPECTION. 9.ALL WORK SHALL COMPLY WITH ADA STANDARDS. 10.PROVIDE FULLY DETAILED SHOP DRAWINGS FOR ALL ITEMS REQUIRING FABRICATION, I.E.: CASEWORK, MILLWORK AND DOORS. 11.DOORS SHALL BE SOLID CORE 1 3/4" THICK MIN. 12.REPLACE DAMAGED OR BROKEN RECEPTACLE COVER PLATES. 13.PATCH ALL EXISTING HOLES, AND DEFECTS IN EXISTING SURFACES. 14.GENERAL CONTRACTOR SHALL DETERMINE THE ADEQUACY OF THE EXISTING LIFE SAFETY NOTIFICATION SYSTEM AND ADVISE THE LANDLORD OF ANY MODIFICATIONS NEEDED WITH RESPECT TO CAPACITY TO HANDLE ADDITIONAL DEVICES SO THAT THE REQUIRED MODIFICATIONS CAN BE ACCOMPLISHED WITHIN PROJECT TIME FRAMES. 15.RETURN ALL EXISTING UNUSED LIGHT FIXTURES, DOORS & HARDWARE THAT ARE REMOVED DURING DEMOLITION TO THE LANDLORD FOR STORAGE, OR IF REQUESTED BY THE LANDLORD, DISPOSE OF PROPERLY AS PART OF THIS CONTRACT. 16.FINAL CLEAN & PUNCHLIST SHALL LEAVE SUITE IN AN "AS NEW" CONDITION. ALL TRADES SHALL BE RESPONSIBLE TO ENSURE THAT THE REQUIREMENTS OF THIS CONTRACT ARE MET. ALL WORK SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR OR LONGER IF SPECIFIED IN THE OWNER/CONTRACTOR AGREEMENT. 17.THE AMERICAN INSTITUTE OF ARCHITECTS GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT A201 (LATEST EDITION) SHALL BE MADE A PART OF THIS CONTRACT. 18.G.C. SHALL VERIFY EXISTENCE OF A 1 1/2" MIN. EMT CONDUIT FROM TELCO ROOM TO TENANT SPACE. IF NOT EXISTING PROVIDE SAME. PROVIDE 4'x4'x5/8" PAINTED PLYWOOD TELEPHONE BOARD, COORD. EXACT LOCATION W/ TENANT. 19.ALL ELECTRICAL OUTLETS & SWITCHES SHALL BE "DECORA" TYPE. COLOR: WHITE. THIS INCLUDES REPLACEMENT OF ALL EXISTING TEL/DATA OUTLETS & SWITCHES FOR CONSISTENCY THROUGHOUT THE SPACE. 20.G.C. SHALL COORDINATE ALL ABOVE CEILING ELEMENTS, SYSTEMS W/STRUCTURE TO ASSURE THAT ALL REQUIRED CLEARANCES ARE PROVIDED. A/C SUB CONTRACTOR SHALL COORDINATE DUCT TRANSITIONS W/MEP ENGINEER. 21.NOTE: PRIOR TO BEGINNING CONSTRUCTION, G.C. SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. THIS IS ESPECIALLY IMPORTANT DUE TO THE IRREGULAR CONFIGURATION OF SOME SPACES. G.C. SHALL FIELD MEASURE JOB & NOTIFY A/E OF ANY DIMENSIONAL DISCREPANCIES PRIOR TO INSTALLING ANY WORK. IF A QUESTION ARISES, THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE FOR CLARIFICATION. FAILURE OF THE G.C. OR HIS SUBS TO SECURE SUCH CLARIFICATION PRIOR TO PLACING THE WORK IN QUESTION SHALL PLACE ALL RESPONSIBILITY TO REMOVE SUCH WORK AND REINSTALL IN ACCORDANCE WITH THE ARCHITECT'S INTERPRETATION SOLELY WITH THE GENERAL CONTRACTOR. 22.ALL DIMENSIONS ARE NOMINAL AND MAY VARY FROM THOSE INDICATED ON THESE DRAWINGS. MINOR ADJUSTMENTS OR WALL LOCATIONS MAY BE NECESSARY. G.C. SHALL SUBMIT REQUESTS TO THE ARCHITECT OF RECORD IN SUCH CIRCUMSTANCES 23.ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE APPLICABLE BUILDING CODE AND ALL OTHER CODES HAVING JURISDICTION OVER THE PROJECT. IT IS RECOGNIZED THAT THE A/E/ CANNOT INCLUDE EVERY CODE REQUIREMENT OF THE APPLICABLE BUILDING CODES ON THE DRAWINGS. THE G.C. SHALL HAVE COPIES OF ALL CODES ON THE JOB SITE FOR REFERENCE OF ALL SUBCONTRACTORS AND TRADESMEN. 24.UNDER NO CIRCUMSTANCES SHALL VINYL WALL COVERING BE INSTALLED ON BUILDING PERIMETER EXTERIOR WALLS WITHOUT ARCHITECT'S PRIOR WRITTEN APPROVAL. 25.AS PART OF WORK SCOPE BEING BID, G.C. SHALL INCLUDE SEALING OF ALL PENETRATIONS OF FIRE WALLS & SHALL INSPECT SAME PRIOR TO BID. G.C. SHALL UPGRADE AND/OR REPLACE NON-COMPLIANT MATERIAL W/FIRE SAFE SEALANT MATERIAL AS REQUIRED AT ALL TENANT SEPARATION WALLS & UNDERSIDE OF DECK LOCATIONS. 26.UNDER NO CIRCUMSTANCES SHALL DRAWING SETS BE BROKEN UP. FULL SETS SHALL BE SUPPLIED TO ALL SUBS. 27.NO CHANGES TO CONTRACT DRAWINGS SHALL BE MADE IN FIELD WITHOUT ARCHITECT'S EXPRESS WRITTEN PERMISSION. 28.G.C. SHALL CONTACT OWNER'S/LANDLORD'S REP. FOR APPROVAL OF ROOFING SUB CONTRACTOR PRIOR TO PERFORMING ANY ROOF CUTTING. G.C. SHALL CERTIFY TO THE OWNER THAT ALL EXISTING ROOF WARRANTIES SHALL REMAIN IN PLACE & NOT BE VOIDED BY THE WORK. 29.CORRIDOR PARTITIONS, SMOKE STOP PARTITIONS, HORIZONTAL EXIT PARTITIONS, EXIT ENCLOSURES AND FIRE RATED WALLS REQUIRED TO HAVE PROTECTED OPENING SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN A MANNER ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. SUCH IDENTIFICATION SHALL BE ABOVE ANY DECORATIVE CEILING AND IN CONCEALED SPACES. SIGN SHALL READ: "FIRE & SMOKE BARRIER, PROTECT ALL OPENINGS". 30.DRAWINGS SHOW SCHEMATIC SCOPE OF WORK. G.C. SHALL UNDERSTAND THAT OTHER WORK MAY BE REQUIRED OUTSIDE OF THE LIMITS SHOWN ON THESE DRAWINGS. AN EXAMPLE WOULD BE REMOVAL & REPLACEMENT OF CEILING TILES TO PERFORM REQUIRED SCOPE OF WORK. 31.SOME EXISTING SPACES MAY HAVE VARYING STUD & GYP. BOARD DIMENSIONAL DEPTHS, G.C. SHALL FIELD SURVEY EXISTING CONDITIONS FOR SPECIFIC PARTITION CONDITIONS PRIOR TO PLACING OR ORDERING MATERIALS. 32.ALL DOORS THAT ARE TO BE REUSED OR LEFT AS EXISTING SHALL BE REFINISHED AND FREE OF ANY AND ALL DEFECTS, BLEMISHES, SCUFFS OR SCRATCHES. 33.GC SHALL REMOVE ALL UNUSED/ABANDONED TELEPHONE, DATA, ELECTRICAL WIRING & CONDUIT FROM ABOVE CEILING AREAS. 34.GC TO ADD DIAGONAL BRACING TO NEW & EXISTING PARTITIONS WHERE NOT EXISTING. 35.ALL FLOORS SHALL BE LEVELED USING A FIRST QUALITY FLOOR LEVELING COMPOUND PRIOR TO FLOOR FINISH INSTALLATION. 36.THE ARCHITECT WILL RESPOND TO RFI'S AND SHOP DRAWINGS SUBMITTALS IN AN AVERAGE OF 10 WORKING DAYS. IT IS ACKNOWLEDGED AND UNDERSTOOD THAT SOME RFI'S/ SUBMITTALS WILL TAKE LONGER TO ANSWER THAN OTHERS. 37.ALL SUBMITTALS MUST BE CORRECTED BY THE SUBS AND CONTAIN GC APPROVAL PRIOR TO BEING SUBMITTED FOR A/E REVIEW PER AIA A201. 38.WORK SHALL BE IN ACCORDANCE WITH APPROVED SUBMITTALS EXCEPT THAT THE GC SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR DEVIATIONS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE ARCHITECT'S APPROVAL OF SHOP DWGS, PRODUCT DATA, SAMPLES OR SIMILAR SUBMITTALS UNLESS THE GC HAS SPECIFICALLY INFORMED THE ARCHITECT IN WRITING OF SUCH DEVIATION AT THE TIME OF SUBMITTAL & (1) THE ARCHITECT HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION AS A MINOR CHANGE IN THE WORK OR (2) A CHANGE ORDER HAS BEEN ISSUED AUTHORIZING THE DEVIATION. THE GC SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DWGS, PRODUCT DATA, SAMPLES OR SIMILAR SUBMITTALS BY THE ARCHITECT'S APPROVAL THEREOF. 39.ALL PORCELAIN TILE, STONE AND LVT FLOORING ON STRUCTURAL SLABS (ABOVE 1ST FLOOR) SHALL BE PLACED ON AN APPROVED SOUND ATTENUATION MEMBRANE. PROVIDE SAMPLE TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING OR INSTALLATION. 40.SELF LEVELING UNDERLAYMENT SUCH AS CUSTOM LEVELITE OR EQUAL, SHALL BE USED IN ALL TILE AREAS. PRIOR TO PLACING SELF-LEVELING UNDERLAYMENT, SURFACES SHALL BE PRIMED PER MANUFACTURERS INSTRUCTIONS. IN ADDITION, SLABS ON GRADE SHALL RECEIVE A WATERPROOFING AND CRACK PREVENTION MEMBRANE SUCH AS REDGARD WATERPROOFING AND CRACK PREVENTION MEMBRANE OR EQUAL. MOVEMENT JOINTS SHALL BE PLACED WITHIN ALL TILE AREAS FOR SLABS ON GRADE AS INDICATED ON ARCHITECT'S DRAWINGS OR AT 10' O.C. MAX. IF NOT INDICATED. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 41.TILE FLOORS AND WALLS (UNO) SHALL BE INSTALLED WITH SINGLE COMPONENT GROUT SUCH AS CUSTOM FUSION PRO OR EQUAL. GC SHALL PROVIDE TILE LAYOUT SHOP DRAWINGS AND MANUFACTURER'S SAMPLES FOR COLOR SELECTION BY ARCHITECT/OWNER. 42.TRANSITIONS AND PROFILES SHALL BE USED AT ALL FLOORING FINISH MATERIAL TRANSITIONS. GC SHALL PROVIDE SAMPLES FOR APPROVAL. CUSTOM PROFLOOR "L CHANNEL" (OR EQUAL) IS PREFERRED WHERE A COMPENSATOR PROFILE IS NOT REQUIRED. 43.WHERE THE DUROCK IS USED, STUDS SHALL BE MINIMUM 20 GA. AND 16" O.C. 44.CONFLICTING REQUIREMENTS: REQUIREMENTS: IF COMPLIANCE WITH TWO OR MORE REQUIREMENTS IS SPECIFIED AND THE REQUIREMENTS ESTABLISH DIFERENT OR CONFLICTING REQUIREMENTS FOR MINIMUM QUANTITIES OR QUALITY LEVELS, COMPLY WITH THE MOST STRINGENT REQUIREMENT. REFER CONFLICTING REQUIREMENTS THAT ARE DIFFERENT, BUT APPARENTLY EQUAL, TO ARCHITECT FOR A DECISION BEFORE PROCEEDING. MINIMUM QUANTITY OR QUALITY LEVELS: THE QUANTITY OR QUALITY LEVEL SHOWN OR SPECIFIED SHALL BE THE MINIMUM PROVIDED OR PERFORMED. THE ACTUAL INSTALLATION MAY COMPLY EXACTLY WITH THE MINIMUM QUANTITY OR QUALITY SPECIFIED, OR IT MAY EXCEED THE MINIMUM WITHIN REASONABLE LIMITS. TO COMPLY WITH THESE REQUIREMENTS, INDICATED NUMERIC VALUES ARE MINIMUM OR MAXIMUM, AS APPROPRIATE, FOR THE CONTEXT OF REQUIREMENTS. REFER UNCERTAINTIES TO ARCHITECT FOR A DECISION BEFORE PROCEEDING. BUILDING CODE SUMMARY Project Name LIBERTY HEALTH SCIENCES - Fort Pierce Address 5053 Turnpike Feeder Road, Fort Pierce, FL Suite: Owner or Auth. Agent:Liberty Health Sciences: Randy Varner Phone:305 219-3921 Email:N/A Fax: Owned By Privately City / County State Code Enforcement Jurisdiction:City County City / County Name of Jurisdiction :St. Lucie County Building Code Florida Building Code 6th ed. (2017) Florida Building Code 6th ed. (2017) - Existing Florida Building Code 6th ed. (2017) - Residential New Building New Building Shell Building First time Interior Completion Addition Alteration to Shell Existing Building Renovation Interior completion Tenant Alteration Reconstruction Repair ■ Prescriptive Shell Alteration Work Area Change of use Tenant Space Change of occupancy Performance Fire Code Florida Fire Prevention Code 6th edition w/ NFPA 1 & 101 (2015 editions) Rehabilitation Classification:Modification, section 43.5 NOTE: Zoning review may be required for Change of use or occupancy Original Occupancy BUSINESS (B) Proposed Occupancy MERCANTILE (M) Lead Design Professional / Project Coordinator:MICHAEL J KRAVIT, AIA DESIGNER FIRM NAME LICENSE TELEPHONE Architectural Kravit Architectural Michael J. Kravit AR-9202 561-893-0042 Civil N/A Electrical Kamm Consulting Lon Carter PE 35249 954-949-2200 Fire Alarm Kamm Consulting Lon Carter PE 35249 954-949-2200 Plumbing Kamm Consulting Mircea Pella PE 48798 954-949-2200 Mechanical Kamm Consulting Mircea Pella PE 48798 954-949-2200 Sprinkler-Standpipe N/A Structural N/A Landscape N/A OCCUPANCY INFORMATION Primary Occupancies Assembly A-1 A-2 A3 A4 A-5 Business B Educational E Factory Industrial F-1 F-2 High Hazard H-1 H-2 H-3 H-4 H-5 Institutional I-1 I-2 I-3 I-4 I-3 USE CONDITION 1 2 3 4 5 Mercantile M Residential R-1 R-2 R-3 R-4 Storage S-1 S-2 High Piled S-1 Special Condition Repair Garage (406.6) S-2 Special Condition Parking Garage Open (406.5) Enclosed (406.6) Utility and Miscellaneous Other Uses: Accesory Uses (Indicate Percentages): Incidental Uses: Special Occupancies 402 403 404 405 406 407 409 410 411 412 413 414 415 416 417 418 419 420 421 Mixed Occupancy N Y Separation 2Hr Exception WALL LEGENDS CHECK IF THE FOLLOWING ARE PRESENT AND INDICATE BY A WALL LEGEND ON ALL PLANS Fire Partitions 708 Fire Walls 706 Fire Barriers 707 Smoke Partitions 710 SmokeBarriers 709 Shaft Enclosure 713 LIFE SAFETY REQUIREMENTS Emergency Lighting No Yes Exit Signs No Yes Fire Alarm No Yes Smoke Detection Systems No Yes Panic Hardware No Yes BUILDING DATA Construction Type I-A I-B II-A II-B III-A III-B IV-HT V-A V-B Mixed Construction:No Yes Types Sprinklers No Yes NFPA 13 NFPA 13R Partially Sprinklered Special Suppression Standpipes No Yes Class I II III Wet Dry Fire District No Yes Flood Hazard Building Height 1 story Basement No Yes Mezzanine No Yes High Rise No Yes Gross Building Area FLOOR EXISTING (SQ.FT)NEW (SQ.FT)SUB-TOTAL Basement N/A N/A N/A Ground Floor N/A N/A N/A Mezzanine N/A N/A N/A TOTAL Area of project/Tenant alteration/renovation 3,701 SF Area of Construction N/A *Indicate section number permitting reduction ** Indicated if using Table 601 Note C exception FIRE PROTECTION REQUIREMENTS Life Safety Sheet #A-0.2 BUILDING ELEMENT FIRE SEPARATION DISTANCE RATING DETAIL AND SHEET # DESIGN # FOR RATED ASSEMBLY DESIGN # FOR RATED PENETRATION DESIGN # FOR RATED JOINTS(FT) REQ'D* PROVIDED (W/____HR* REDUCTION) Bearing walls Exterior North 0 0 East 0 0 West 0 0 South 0 0 OCCUPANT LOAD AND EXIT WIDTH USE GROUP AND OR SPACE DESIGNA TION (a)(b)(a+b)(c)EXIT WIDTH (in) 2,3,4,5 AREA¹ SQ.FT AREA¹ PER OCCUPANT # OF OCCUPA NTS EGRESS WIDTH (INCHES PER OCCUPANT) REQUIRED WIDTH ACTUAL WIDTH SHOWN ON PLANS STAIR LEVEL STAIR LEVEL STAIR LEVEL 5053 Turnpike Feeder Rd 3,701 30 123 N/A 0.2 N/A 24.6"N/A 99" 1. See Table 1004.1.2 to determine whether net or gross area is applicable 2. Minimum stairway width (Section 1011.2) min. corridor width (Section 1020.2); min. door width (Section 1010.1.1) 3. Minimum width of exit passageway (Section 1024.2) 4. The loss of 1 means of egress shall not reduce the available capacity to less than 50 percent of the total required (Section 1005.5) 5. Assembly occupancies (Section 1029) EXIT REQUIREMENTS NUMBER AND ARRANGEMENTS OF EXITS FLOOR, ROOM AND/OR SPACE DESIGNATION MINIMUM¹ NUMBER OF EXITS TRAVEL DISTANCE ARRANGEMENTS MEANS OF EGRESS (SECTION 1017.1.1) REQUIRED SHOWN ON PLANS ALLOWABLE TRAVEL DISTANCE (TABLE 1017.2) ACTUAL TRAVEL DISTANCE SHOWN ON PLANS REQUIRED DISTANCE BETWEEN EXIT DOORS ACTUAL DISTANCE SHOWN ON PLANS 5053 Turnpike Feeder Rd 2 2 250'-0"54'-1"44'-3"49'-7" FLOOR, ROOM AND/OR SPACE DESIGNATION COMMON PATH DEAD END CORRIDORS ALLOWABLE DISTANCE (1006.2.1) ACTUAL DISTANCE SHOWN ON PLANS ALLOWABLE DISTANCE (1020.4) ACTUAL DISTANCE SHOWN ON PLANS 5053 Turnpike Feeder Rd 75'16'-2"50'N/A ¹ Single exits (Section 1015.1; Section 1021.2) * * Occupant load has been calculated using NFPA 101 load factor of 30 which is more restrictive than FBC load factor of 60. AS-BUILT DRAWING: A DRAWING OR PRINT MARKED BY THE CONTRACTOR TO SHOW ACTUAL CONDITIONS OF A PROJECT AS CONSTRUCTED AFTER CONSTRUCTION. BY OTHERS: WORK SHOWN OR DESCRIBED IN THE CONTRACT DOCUMENTS AND LABELED WITH THIS DESIGNATION IS NOT INCLUDED IN THE SPECIFIC SUB-TRADE'S CONTRACT, BUT WILL BE REQUIRED TO BE DONE WITHIN THE GENERAL CONTRACTOR'S CONTRACT. BY OWNER: WORK SHOWN OR DESCRIBED IN THE CONTRACT DOCUMENTS AND LABELED WITH THIS DESIGNATION IS NOT INCLUDED IN THE GENERAL CONTRACTOR'S CONTRACT, BUT WILL BE COMPLETED UNDER A SEPARATE CONTRACT WITH ANOTHER CONTRACTOR BY THE OWNER. COORDINATION AND SCHEDULING OF THE WORK THUS DESCRIBED SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. CFCI: CONTRACTOR FURNISH CONTRACTOR INSTALL FOW : FACE OF WALL NIC: NOT IN CONTRACT OFCI: OWNER FURNISH CONTRACTOR INSTALL OFOI: OWNER FURNISH OWNER INSTALL OPTION: TERM USED IN CONSTRUCTION DOCUMENTS TO INDICATE THAT CONTRACTOR MAY USE ONE OF SEVERAL PRODUCTS AT HIS OR HER CHOICE. PROVIDE: TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE. RECORD DRAWINGS: SOMETIMES CALLED 'AS-BUILT' DRAWINGS, THESE ARE NORMALLY MODIFIED FROM THE CONSTRUCTION DOCUMENTS TO CONFORM TO ALL CHANGES MADE DURING CONSTRUCTION REFINISH: TO PUT FINISH BACK INTO ITS ORIGINAL CONDITION *DO NOT USE THE TERMS 'REFURBISH', 'REHABILITATE', 'REMODEL', 'RENEW', OR 'RENOVATE'. RFI : REQUEST FOR INFORMATION. SHOP DRAWINGS: DRAWINGS, DIAGRAMS, ILLUSTRATIONS, SCHEDULES, PERFORMANCE CHARTS, BROCHURES AND OTHER DATA PREPARED BY THE CONTRACTOR OR ANY SUBCONTRACTOR, MANUFACTURER, SUPPLIER OR DISTRIBUTOR, WHICH ILLUSTRATE HOW SPECIFIC PORTIONS OF THE WORK WILL BE FABRICATED AND/OR INSTALLED. SUBSTANTIAL COMPLETION: THE DATE ON WHICH THE ARCHITECT ISSUES A CERTIFICATE OF SUBSTANTIAL COMPLETION BASED ON AN INSPECTION OF THE WORK, BY WHICH IT CAN BE DETERMINED THAT THE WORK IS SUFFICIENTLY COMPLETE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS SO THAT THE OWNER CAN OCCUPY OR UTILIZE THE WORK FOR THE USE FOR WHICH IT IS INTENDED. A CERTIFICATE OF SUBSTANTIAL COMPLETION MAT BE ISSUED FOR EACH INDIVIDUAL BUILDING AS IT IS COMPLETED, IF THIS IS IN THE OWNER'S BEST INTERESTS. TYPICAL: THE ITEM REFERRED TO IS REPEATED SEVERAL TIMES IN SIMILAR CIRCUMSTANCES AND LOCATIONS. UNO: UNLESS NOTED OTHERWISE. A/E: ARCHITECT / ENGINEER PLUMBING FIXTURE CALCULATIONS (PER FBC/P TABLE 403.1) (BASED ON OCCUPANT LOAD OF 123 PEOPLE - 64 MEN & 64 WOMEN) BUSINESS: MEN WOMEN WATER CLOSETS 1/500 = 1 1/500 = 1 LAVATORIES 1/750 = 1 1/750 = 1 REQ'D PROVIDED REQ'D PROVIDED 1 1 1 1 LIBERTY HEALTH SCIENCES FORT PIERCE KEY PLAN A-0.1 COVER SHEET GENERAL A-0.1 COVER SHEET/KEY PLAN ARCHITECTURAL A-2.1 FLOOR PLAN & SCHEDULES DRAWING INDEX GENERAL CS1-4 SPECIFICATIONS TI GENERAL CONSTRUCTION NOTES 1/8"=1'-0" HATCH INDICATES AREA OF WORK 02LOCATION MAP01 N.T.S. CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINT E DESIG NEMICHAEL J.KR A VI Tx STATE OF FLORIDAREGISTEREDAR C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx MJK APH12ARCH.dwg APH.12 ICM 02/25/20 FORT PIERCE LIBERTY HEALTH SCIENCES FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA A 1 AA B 2 BB C 3 CC 5053 TURNPIKE FEEDER FORT PIERCE, FL. ELECTRICAL E0.1 ELECTRICAL LEGEND, PANEL SCHEDULES & RISER DIAGRAM ABBREVIATIONS & DEFINITIONS TI-2.1 ADA REFERENCE STANDARDS TI-2.2 ADA REFERENCE STANDARDS E2.1 ELECTRICAL LIGHTING PLAN E3.1 ELECTRICAL POWER PLAN A-6.1 REFLECTED CEILING PLAN MECHANICAL M0.1 MECHANICAL LEGENDS M2.1 MECHANICAL PLAN RESPONSIBILITY SCHEDULE PRODUCT CONTRACTORFURNISHEDINSTALLED TENANTFURNISHEDINSTALLED OWNERFURNISHEDINSTALLED TI-1.1 FIRE PENETRATION DETAILS SCOPE OF WORK THESE DRAWINGS ARE BEING SUBMITTED TO DOCUMENT A CHANGE OF USE. THE ONLY WORK BEING PERFORMED IS THE CONSTRUCTION OF THREE KNEE WALLS. A-0.2 LIFE SAFETY PLAN PLUMBING P0.1 PLUMBING LEGEND, NOTES, SCHEDULES, DETAILS & ISOMETRICS P2.1 PLUMBING SANITARY PLAN P3.1 PLUMBING DOMESTIC WATER PLAN 7/1/20 PLAN REVIEW REVISIONS 2 LIFE SAFETY SYMBOLS E:XX EGRESS COMPONENT IDENTIFIER EX#= EXIT NUMBER HE= HORIZONTAL EXIT CP= COMMON PATH OF TRAVEL PD= PUBLIC DISCHARGE RD= ROOM DOOR ES= ESCAPE EXIT ACCESS EXIT EXIT DISCHARGE NFPA 170 00>XX TRAVEL DISTANCE SYMBOL EGRESS COMPONENT DISTANCE TO <0>EGRESS COMPONENT CAPACITY <<00>> GOVERNING COMPONENT CAPACITY OCCUPANCY SYMBOL CAPACITY SQUARE FEET PER PERSON NET AREA ( SQUARE FEET) OCCUPANCY NOT IN CONTRACT (NIC) ASSEMBLY OCCUPANCY MERCANTILE OCCUPANCY STORAGE OCCUPANCY 1-HOUR PARTITION111 2-HOUR PARTITION2 3-HOUR PARTITION3 4-HOUR PARTITION4 2 2 3 3 4 4 X 00SF 0 0 EXIT SIGN WALL MOUNTED FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE SPRINKLER HEAD. (SHOWN FOR REFERENCE ONLY - LOCATIONS ARE APPROXIMATE) SD SMOKE DETECTOR EMERGENCY LIGHTING FIXTURE W/BATTERY PACK. HORN/STROBE, COLOR: WHITE, DEVICE MUST BE CERTIFIED AS COMPATIBLE WITH EXISTING FIRE ALARM CONTROL PANEL. CONTRACTOR TO CONFIRM CIRCUIT CAPACITY IN FIELD AND REPORT TO OWNER/ENGINEER. WALL MOUNT AT 80" A.F.F. OR 6" BELOW CEILING, WHICHEVER IS LOWER. STROBE, COLOR: WHITE, DEVICE MUST BE CERTIFIED AS COMPATIBLE WITH EXISTING FIRE ALARM CONTROL PANEL. CONTRACTOR TO CONFIRM CIRCUIT CAPACITY IN FIELD AND REPORT TO OWNER/ ENGINEER. WALL MOUNT AT 80" A.F.F. OR 6" BELOW CEILING, WHICHEVER IS LOWER. COMMON PATH FLORIDA FIRE PREVENTION CODE 2017 EGRESS WIDTH PER PERSON: LEVEL 0.2: STAIR 0.3 MINIMUM STAIR WIDTH 44", IF OCCUPANCY < 50 THEN 36" MERCANTILE CHAPTER 36 OCCUPANCY LOAD = 1/30 GROSS MINIMUM CORRIDOR WIDTH 44", 36" IF OCCUPANCY <50 NO COMMON PATH OF TRAVEL OVER 75' NO DEAD END CORRIDORS EXCEED 50' MAXIMUM TRAVEL DISTANCE 150' NFPA 101 2015 FLORIDA BUILDING CODE 2017 EGRESS WIDTH PER PERSON: LEVEL 0.2: STAIR 0.3 MINIMUM STAIR WIDTH 44", IF OCCUPANCY < 50 THEN 36" MERCANTILE GROUP M OCCUPANCY LOAD = 1/60 GROSS MINIMUM CORRIDOR WIDTH 44", 36" IF OCCUPANCY <50 NO COMMON PATH OF TRAVEL OVER 75' NO DEAD END CORRIDORS EXCEED 20' MAXIMUM TRAVEL DISTANCE 200' STAIR NAME / DOOR NAME CALCULATED EGRESS CAPACITY EGRESS UNIT FACTOR STAIR NAME STAIR EXIT WIDTH UNIT CAP DOOR STAIR .2 .3 33" TRAVEL DISTANCE SMOKE PARTITIONSSS DOOR A EXIT WIDTH UNIT CAP DOOR .266"330 DOOR B EXIT WIDTH UNIT CAP DOOR .233"165 41'-8" > EX-B 30'-10" > CP 74'-10" > EX-B 40'-0" > CPE:EX-B E:EX-A M 3,701 USF 30 123 B 880 USF 100 8 UP UP A-0.2 LIFE SAFETY PLAN CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINT E DESIG NEMICHAEL J.KR A VI Tx STATE OF FLORIDAREGISTEREDAR C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx MJK APH12ARCH.dwg APH.12 ICM 02/25/20 FORT PIERCE LIBERTY HEALTH SCIENCES FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA A 1 AA B 2 BB C 3 CC 01 1/4" = 1'-0"LIFE SAFETY PLAN KEYED NOTES EXISTING CABINETRY/BUILT-IN TO REMAIN.01 ALIGN FACE OF FINISHES.02 03 WALL MOUNTED FIRE EXTINGUISHER, PROVIDE NEW IF DAMAGED OR MISSING. FIRE EXTINGUISHER REQ'D.TO HAVE 2 A 10 BC RATING. RECHARGE & REUSE EXISTING EXTINGUISHERS. 04 GC TO INSTALL BICYCLE RACK ON NEW PREFABRICATED CONC. PAD IN EXISTING GRASSY LANDSCAPE AREA. 1 05 GC TO REMOVE EXISTING BUILT-IN VANITY & INSTALL NEW WALL MOUNTED ADA SINK W/ TOP AT 34"AFF MAXIMUM. MAINTAIN CLEAR KNEE SPACE OF 27" MINIMUM AND CLEAR FLOOR SPACE OF 30" X 48". INSULATE EXPOSED PIPES. PROVIDE ADEQUATE BLOCKING IN WALL. SUBMIT CUT SHEET FOR REVIEW. 60"∅ CLEAR TURNING RADIUS. 06 INSTALL MENS/WOMENS BRAILLE SIGNAGE W/ INTERNATIONAL SYMBOL OF ACCESSIBILTY INCLUDED, MOUNTED SO THAT CENTER OF SIGNAGE IS AT 5'-0" A.F.F. 07 EXISTING HANDICAP ACCESSIBLE WATER CLOSET W/ 56" X 60" CLEAR FLOOR SPACE. 08 GC TO INSTALL 1-1/2∅ 36"L. STAINLESS STEEL GRAB BAR. PROVIDE 2x6 DIM BLOCKING AS REQ'D IN WALL. INSTALL PER A.D.A. REQUIREMENTS (36" A.F.F. TO TOP OF GRAB BAR). 09 10 REMOVE EXISTING DOOR AS INDICATED, SALVAGE HARDWARE FOR RESUE & WIDEN OPENING AS REQ'D FOR INSTALLATION OF NEW DOOR AS SCHEDULED. 11 REMOVE EXISTING CABINETRY AS INDICATED & INSTALL NEW ADA COMPLIANT HI-LO WATER COOLER WITH 30" X 48" CLEAR FLOOR SPACE. 2 12 REMOVE EXISTING URINAL AS INDICATED, CAP ANY UNUSED PLUMBING LINES & PATCH/REPAIR WALL AS REQ'D. NOTE: ALL HARDWARE SHALL BE LEVER TYPE "ADA" ACCEPTABLE. ALL LOCKS SHALL COMPLY W/ NFPA 7.2.1.5 & SHALL BE READILY OPENED FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION. VERIFY ALL SELECTIONS W/ ARCHITECT. HARDWARE SCHEDULE HARDWARE MARKHEAD & SOFFITBOLTSASTRAGALCLOSERPIVOTSHINGES 2 PR.BALL BEARINGHINGES 1 1/2 PR.3 1/2 X 3 1/2HINGES 2 PR.4 X 4PUSH/PULL PLATESKICK PLATESDOOR PULLPASSAGE SETLATCHSETLOCKSETDOOR TYPEFLOOR STOP1 ENTRY DOOR 2 TYPICAL DOOR 3 4 PRIVACY DOOR 5 PRIVACY DOOR (RATED) 6 LOCKED DOOR 7 DOUBLE DOORS 8 DOUBLE DOORS (ENTRY) 9 BI-FOLD DOOR 10 DUTCH DOOR 11 POCKET DOOR *CAVILOCK CL100 ADA LAVILOCK SLIDING DOOR HARDWAREDUMMY SET6A 'CLASSROOM FUNCTION' 6B 'OFFICE FUNCTION' 12 ELEC. LOCK DOOR ROLLER LATCHESAT DOOR HEADTYPICAL DOOR (RATED) 13 EXIT DOOR ONLY DOOR SIZE STYLE THICKNESS REMARKSFACING & FINISH (2) FRAME (4) & DETAIL HARDWARE MARK AL ALUMINUM & GLASS HC HOLLOW CORE WOOD HCP HOLLOW CORE WOOD PRE-HUNG HM HOLLOW METAL WLV WOOD LOUVERED SC SOLID CORE WOOD SCG SOLID CORE WOOD & GLASS WD WOOD SSG STAINLESS STEEL & GLASS STL STEEL ALB ALUMINUM, ANODIZED BRONZE ALC ALUMIMUM, ANODIZED CLEAR HMP HOLLOW METAL, PAINTED PL PLASTIC LAMINATE WC CHERRY* NB NATURAL BIRCH* WP WOOD, PAINTED WDG WOOD & GLASS ME MATCH EXISTING FACING & FINISH FOR DOOR TYPE SELECTED TBD TO BE SELECTED BY OWNER 1.DOOR/WINDOW MATERIAL 2.FACING & FINISH CP CLEAR PLATE CW CLEAR WIRE FL FIRE LITE RATED IR IMPACT RESISTANT LSG LAMINATED SAFETY GLASS TP TEMPERED PLATE 3.GLAZING AL ALUMINUM HM HOLLOW METAL W WOOD WP WOOD PRE-HUNG WC WOOD CHERRY 4.FRAME MATERIAL 3/4, 1, 1-1/2 ETC. INDICATES HOUR OF FIRE RATING 5.FIRE-RATING FINISH NOTES: 1.HOLLOW METAL FRAMES & TRIMS SHALL BE PAINTED: BENJAMIN MOORE, CHANTILLY LACE 2121-70, REGAL PEARL. 2.DOORS SHALL BE PAINTED: BENJAMIN MOORE,CHANTILLY LACE 2121-70, REGAL PEARL. DOOR SCHEDULE FIRE-RATING (5) MATERIAL (1) GLAZING (3) EXIST.E1 EXIST.EXIST.EXIST. E4 EXIST. E5 EXIST.EXIST. DOOR TO REMAIN E6 E2 EXIST.EXIST.EXIST.--EXIST.EXIST.EXIST. DOOR TO REMAIN --E3 EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. DOOR TO REMAIN GENERAL NOTES: 1.VERIFY ALL ROUGH OPENINGS IN FIELD FOR PROPOSED DOOR FIT. 2.PROVIDE LEVER DOOR HARDWARE, VERIFY W/ARCHITECT PRIOR TO ORDERING. 3.G.C. TO VERIFY W/LANDLORD ALL PRODUCT & MATERIAL SELECTIONS. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. -- -- -- EXIST. EXIST. EXIST. EXIST. -- -- -- EXIST. EXIST. EXIST. EXIST. DOOR TO REMAIN EXIST. DOOR TO REMAIN EXIST. DOOR TO REMAIN EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. E7 E8 EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. -- -- EXIST. EXIST. -- -- EXIST. EXIST. EXIST. DOOR TO REMAIN EXIST. DOOR TO REMAIN EXIST. EXIST. EXIST. EXIST. -- -- D1 1-3/4"SC ME --03/A-6.1 --REUSE EXIST.A3'-0" X 7'-0" 2 WALL FINISHESBASE FINISHES AA.MARBLE TILE BB.12"X24" PORCELAIN TILE CC.PAVERS DD.CERAMIC TILE EE.CARPET ON PAD FF.CARPET GLUE DOWN GG.EXPOSED CONCRETE HH.CONCRETE W/ CLEAR SEALER JJ.VINYL COMPOSITION TILE KK. LUXURY VINYL PLANK ME. MATCH EXISTING FINISHES 1.2 x 2 NON-TEGULAR ACOUSTIC LAY IN 2.2 x 2 TEGULAR ACOUSTIC LAY IN 3. DIMENTIONAL TEE SYSTEM 4.2 x 4 NON-TEGULAR ACOUSTIC LAY IN 5.2 x 4 TEGULAR ACOUSTIC LAY IN 6.GYPSUM WALLBOARD EXPOSED 7.GYPSUM WALLBOARD PAINTED 8.EXPOSED STRUCTURE ME. MATCH EXISTING FINISHES CEILING FINISHES A.CONCRETE BLOCK EXPOSED B.CONCRETE BLOCK PAINTED C.GYPSUM WALLBOARD EXPOSED (TAPED & FINISHED) D.GYPSUM WALLBOARD E.GYPSUM WALLBOARD F.12"X24" PORCELAIN TILE G.VINYL WALL COVERING H. WOOD PANELS ME.MATCH EXISTING FINISHES A1.4" RUBBER (COVE) A2.4" VINYL (COVE) A3.4" WOOD BASE A4.4" CARPET A5.MARBLE BASE A6.4" CERAMIC COVE A7.4" PORCELAIN A8. 6" SOLID WOOD ME.MATCH EXISTING FINISHES FLOOR FINISHES ROOM FINISH SCHEDULERM.#RM.NAME FLOORS BASE WALLS CLG. HT.REMARKSCLG. FINISH VERIFY FINISHES w/ TENANT100EXIST. WAITING AREA NOT USED EXIST. HALLWAY105 EXIST. RETAIL AREA EXIST.EXIST.EXIST.EXIST.VERIFY FINISHES w/ TENANT VERIFY FINISHES w/ TENANT EXIST. 103 EXIST. STAFF LOUNGE104 VERIFY FINISHES w/ TENANT EXIST. WOMENS106 VERIFY FINISHES w/ TENANT EXIST. MENS VERIFY FINISHES w/ TENANT NOTES: - GC SHALL BE REQ'D TO SUBMIT MATERIAL, COLOR & FINISH SELECTIONS FOR ALL SPECIFIED ITEMS PRIOR TO ORDERING. GC SHALL OBTAIN OWNER/TENANT APPROVAL & SIGNATURE PRIOR TO SUBMISSION TO ARCHITECT. - WALL & CEILING FINISHES SHALL BE CLASS "C" MINIMUM, FLOOR FINISHES SHALL BE CLASS II MINIMUM. ALL FINISHES SHALL COMPLY W/ NFPA 101 CHAPTER 10.2 AND FBC CHAPTER 8. - G.C. SHALL PROVIDE ATTIC STOCK FOR ALL CARPET TILE AS FOLLOWS: 10% PROJECTS UNDER 5,000 SF. / 5% PROJECTS 5,000 SF AND LARGER. - ALL FLOOR TILE (EXCLUDING VINYL) TO BE INSTALLED OVER PEEL & STICK SOUND BARRIER MEMBRANE. NOT USED 107 EXIST. CLOSET VERIFY FINISHES w/ TENANT108 101102 EXIST.EXIST.EXIST.EXIST.EXIST. EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. ELEC. ROOM109 VERIFY FINISHES w/ TENANT EXIST. HALL110 VERIFY FINISHES w/ TENANT EXIST. CONSULT.VERIFY FINISHES w/ TENANT111-112 EXIST. SUPPLIES VERIFY FINISHES w/ TENANT113 EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. SAFE ROOM VERIFY FINISHES w/ TENANT114EXIST. SUPPLIES VERIFY FINISHES w/ TENANT115EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. TRANSACTION116 VERIFY FINISHES w/ TENANT EXIST. SUPPLIES117 VERIFY FINISHES w/ TENANTEXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. OFFICE118 VERIFY FINISHES w/ TENANTEXIST.EXIST.EXIST.EXIST.EXIST. EXISTING PARTITION TO BE REMOVED PARTITION LEGEND EXISTING PARTITION TO REMAIN 01 02 EXISTING NON-RATED TENANT SEPARATION PARTITION PARTIAL HEIGHT PARTITION 3-5/8" 25GA. METAL STUDS @ 24" O.C. WITH (1) LAYER 5/8" G.W.B. EACH SIDE TO 72"AFF. (SEE DTL. 02/A-2.1) GENERAL NOTES ALL DIMENSIONS ARE TO CENTERLINE OF STUD FOR NEW PARTITIONS AND FACE OF WALL FOR EXISTING PARTITIONS, UNLESS OTHERWISE INDICATED G.C. SHALL CO-ORDINATE GROMMET HOLE LOCATIONS FOR ALL CABINETRY WITH TENANT. PROVIDE HOLES & GROMMETS AS NEEDED. PROVIDE 2x6 DIMENSIONED BLOCKING IN PARTITIONS TO RECEIVE WALL MOUNTED FIXTURES, CABINETRY AND SHELVING EXIST. 111 CONSULT. EXIST. 100 WAITING AREA EXIST. 104 STAFF LOUNGE EXIST. 106 WOMENS EXIST. 107 MENS EXIST. 105 HALLWAY EXIST. 109 ELEC. RM EXIST. 112 CONSULT. EXIST. 113 SUPPLIES EXIST. 114 SAFE ROOM EXIST. 116 TRANSACTION EXIST. 118 OFFICE EXIST. 117 SUPPLIES EXIST. JAN. 108 CLOSET EXIST. 110 HALL EXIST. 101 RETAIL AREA EXIST. 115 SUPPLIES E1 E2 E2 E2 E2 E2 E3 E3 E4 E5 E5 E6 E2 E6 D1 D1 E8 0111 01 01 01 TYP. 02 01 02 03 03 04 1 06 06 07 07 08 05 05 09 09 10 10 A-6.1 04 2 12 SCHEDULED BASE 3-5/8" 25GA. METAL STUDS @ 24" O.C. CORNER BEAD, TYP. 5/8" GYPSUM WALLBOARD 2X4 FIRE RETARDANT WD BLOCKING DOOR STYLES A A-2.1 FLOOR PLAN CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINT E DESIG NEMICHAEL J.KR A VI Tx STATE OF FLORIDAREGISTEREDAR C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx MJK APH12ARCH.dwg APH.12 ICM 02/25/20 FORT PIERCE LIBERTY HEALTH SCIENCES FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA A 1 AA B 2 BB C 3 CC 01 1/4" = 1'-0"FLOOR PLAN02PARTIAL HT PART.1" = 1'-0" 6/3/20 PLAN REVIEW REVISIONS 7/1/20 PLAN REVIEW REVISIONS C C C C C C C C C C C C C E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EMERGENCY LIGHTING FIXTURE W/BATTERY PACK. (MATCH BLDG. STANDARD) HORN/STROBE, MATCH BUILDING STANDARD, DEVICE MUST BE CERTIFIED AS COMPATIBLE WITH EXISTING FIRE ALARM CONTROL PANEL. CONTRACTOR TO CONFIRM CIRCUIT CAPACITY IN FIELD AND REPORT TO OWNER/ENGINEER. WALL MOUNT AT 80" A.F.F. OR 6" BELOW CEILING, WHICHEVER IS LOWER. A/C SUPPLY GRILLE RETURN AIR GRILLE STROBE, MATCH BUILDING STANDARD, DEVICE MUST BE CERTIFIED AS COMPATIBLE WITH EXISTING FIRE ALARM CONTROL PANEL. CONTRACTOR TO CONFIRM CIRCUIT CAPACITY IN FIELD AND REPORT TO OWNER/ENGINEER. WALL MOUNT AT 80" A.F.F. OR 6" BELOW CEILING, WHICHEVER IS LOWER. DUAL FACE EXIT SIGN/LIGHT (EDGE LIT LED W/ RED LETTERS & RECESSED CEILING MOUNT). PROVIDE FIXTURE WITH BATTERY BACK UP. HATCH AREA INDICATES FACE OF SIGN (7 WATTS MAXIMUM INPUT POWER PER FACE) CEILING MTD. EXHAUST FAN SP CEILING MTD. SPEAKER C SECURITY CAMERA SD SMOKE DETECTOR SYMBOL LEGEND NOTE: LIGHT FIXTURE LOCATIONS MAY VARY DUE TO CONFLICTS W/EXISTING CONDITIONS ABOVE CEILING. G.C. SHALL COORDINATE ALL FIXTURE & DEVICE TYPES W/OWNER PRIOR TO ORDERING. G.C. SHALL PROVIDE FULLY ENGINEERED SHOP DRAWINGS FOR MODIFICATION OF EXISTING FIRE ALARM SYSTEM. ALL LIGHT FIXTURES TO HAVE WARM WHITE LAMPS (3000K MAX). 2' x 4' FLUORESCENT LAY IN 18 CELL PARABOLIC LIGHT FIXTURE R INDICATES AN EXISTING FIXTURE TO BE REMOVED INDICATES AN EXISTING FIXTURE TO REMAIN INDICATES A NEW FIXTURE INDICATES AN EXISTING RELOCATED FIXTURE N E RCP SCOPE DESIGNATIONS CEILING FAN NOT ALL SYMBOLS MAY APPLY TO THESE PLANS. 2' x 4' FLUORESCENT LAY IN 18 CELL PARABOLIC EMERGENCY LIGHT FIXTURE 2' x 2' FLUORESCENT LAY IN 9 CELL PARABOLIC LIGHT FIXTURE EXISTING PARTITION TO BE REMOVED PARTITION LEGEND EXISTING PARTITION TO REMAIN GENERAL NOTES ALL DIMENSIONS ARE TO CENTERLINE OF STUD FOR NEW PARTITIONS AND FACE OF WALL FOR EXISTING PARTITIONS, UNLESS OTHERWISE INDICATED G.C. SHALL CO-ORDINATE GROMMET HOLE LOCATIONS FOR ALL CABINETRY WITH TENANT. PROVIDE HOLES & GROMMETS AS NEEDED. PROVIDE 2x6 DIMENSIONED BLOCKING IN PARTITIONS TO RECEIVE WALL MOUNTED FIXTURES, CABINETRY AND SHELVING JUNCTION BOX INSTALLED ABV. CLG. (AVOID CABLE HOLES, A/C DUCT, ETC.) LT. FIXTURE SUPPORT WIRE (TYP. OF 2) CEILING STRUCTURE TYP. CONDUIT CONCEALED ABV. SUSPENDED CLG. TO NEXT JUNCTION BOX OR HOMERUN #10GA. GALV. CLG. HANGER WIRE LIGHT FIXTURE GRID MOUNTING DETAIL LIGHTING FIXTURE SUSPENDED CLG. GRID (BY OTHERS) NOTE: 1.PROVIDE #12 GREEN GROUND WIRE IN FLEXIBLE CONDUIT W/ BRANCH CIRCUIT WIRING & BOND TO OUTLET BOX & FIXTURE HOUSING. 2.SECURELY FASTEN FIXTURE TO CLG. STRUCTURE ABOVE W/ (2) FIXTURE SUPPORT WIRES PER FIXTURE. FLEXIBLE CONDUIT ALLOW SUFFICIENT SLACK SO THAT FIXTURE CAN BE BE SHIFTED ONE COMPLETE TILE IN ANY DIRECTION BASE AS SCHEDULED A-6.1 05 S.S. SINK W/ ADA FAUCET 4" H. P. LAMBACKSPLASH 4" TOE SPACE P. LAM. BASE CABINET P. LAM COUNTERTOP 4" S.S. WIRE PULLS, (TYP.)2'-10"OPTIONAL: PROVIDE SINK BASE CABINET W/ INTEGRAL TOEKICK FOR FRONT APPROACH ACCESSIBILITY CLEARANCE, INSULATE PIPES BELOW SINK. 4'-0" (2 EQUAL SPACES)2'-10"4"h x 2"d P. LAM. TOE KICK 2'-1" 4" S.S. WIRE PULLS (TYP.) 4" h. P.LAM. BACKSPLASH P. LAM. COUNTERTOP NOTE: COUNTERTOP & SPLASHES: FORMICA 7735-58 PORTICO MARBLE P. LAM CABINETS: FORMICA 8913 NG OAK FIBERWOOD S.S. SINK W/ ADA FAUCET 2'-3"(MIN.)NOTE: ALL CABINETRY TO BE CONSTRUCTED OF PLYWOOD W/ PLASTIC LAMINATE ON ALL EXPOSED SURFACES. INTERIORS OF CABINETRY TO BE MELAMINE, COLOR TO BE BIRCH OR AS SELECTED BY ARCHITECT FROM MANUF. SAMPLES. COUNTERTOPS TO BE MARINE GRADE PLYWOOD (UNO). HOLLOW METAL FRAME 2x4 FIRE TREATED WOOD BLOCKING 1-3/4" DOOR AS SCHEDULED 3-5/8" 25GA. METAL STUDS @ 24" O.C. 5/8" GYP. BOARD PROVIDE (3) SILENCERS PER JAMB (TYP.) OR CONT. STRIP. A-6.1 REFLECTED CEILING PLAN CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINT E DESIG NEMICHAEL J.KR A VI Tx STATE OF FLORIDAREGISTEREDAR C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx MJK APH12ARCH.dwg APH.12 ICM 02/25/20 FORT PIERCE LIBERTY HEALTH SCIENCES FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA A 1 AA B 2 BB C 3 CC 1/4" = 1'-0"01 REFLECTED CEILING PLAN LT. FIX. MOUNTING DTL.02 N.T.S.TYP. DOOR JAMB03 3" = 1'-0"INTERIOR ELEV.04 1/2" = 1'-0"CABINETRY DETAIL05 1/2" = 1'-0" 7/1/20 PLAN REVIEW REVISIONS 2 1. Min 4-1/2 in. (114 mm.)thick lightweight or normal weight (100-150 pcf or 1600-2400 kg/m³) concrete. Wall may also be constructed of any UL Classified . Max diam. of circular through opening is 32-1/2 in.(826 mm) See (CAZT) category in the Fire Resistant Directory for names of manufacturers. 1A. (Optional, not shown) - Nom 12 in.(305 mm) diam (or smaller) Schedule 40 (or heavier) steel pipe sleeve cast into concrete floor or wall. Sleeve to be flush with or project max 2 in. (51 mm)from top surface of floor or from both surfaces of wall.As an alternate, nom. 12 in.(305mm)diam (or smaller)sleeve fabricated from nom 0.019 in. (0.48 mm) thick galv steel cast or grouted into floor or wall assembly flush with floor or wall surfaces. 2. One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in.(0 mm, point contact) to max 1-3/8 in.(35 mm). Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Nom 30 in. (762mm) diam(or smaller) Schedule 10 (or (heavier) steel pipe. A1. Iron Pipe Nom 30 in.(762 mm) diam (or smaller) cast or ductile iron pipe. B. Conduit Nom 6 in. (152 mm) diam (or smaller) rigid steel conduit. C. Conduit Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing. 3. Polyethylene backer rod or nom 1 in. (25 mm) thickness of tightly- packed ceramic (alumina silica) fiber blanket, mineral wool batt or glass fiber insulation material used as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of solid concrete or concrete block wall as required to accomodate the required thickness of caulk fill material (Item 4). As an alternate when max pipe size is 10 in. (254 mm)diam and when max annular space is 1 in. (25mm), a min 1 in.(25mm) thickness of tightly packed ceramic fiber blanket or mineral wool batt packing material may be recessed min 1/2 in. (13mm) from bottom surface of floor or from either side of solid concrete wall. 4. Fill, Void or Cavity Materials* - Caulk Applied to fill the annular space to the min thickness shown in the following table: 10 (254) 10 (254) 30 (762) 1(25) 1 (25) 2-1/2 (64) BR, CF, GF or MW CF or MW BR, CF, GF or MW 1/2 (13) (b) 1/2 (13) (c) 1(25) (b) (a) BR = Polyethylene backer rod. CF = Ceramic fiber blanket. GF = Glass fiber insulation. MW = Mineral-wool batt. (b) Caulk installed flush with top surface of floor or both surfaces of wall (c) Caulk installed flush with bottom surface of floor or one surface of solid (non-concrete block) wall 3M Company- Type CP 25WB +or FB-3000 WT (Note- W rating applies only when FB-3000 WT is used on top surface of floor and when it laps onto concrete for sleeved opening) *Bearing the UL Classification Mark 1. Min 6 in. thick reinforced lightweight or normal weight (100- 150 pcf) concrete. Wall may also be constructed of any UL Classified . Max diam of oppening is 6 in. See (CAZT) category in the Fire Resistant Directory for names of manufacturers. 2. One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space within the firestop system is dependent upon the type of through penetrant, use of the packing material, and type and thickness of fill materials as tabulated in Item 3B. 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. Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Nom 4 in. diam (or smaller) cast or ductile iron pipe. C. Nom 4 in. diam (or smaller) steel electrical metallic tubing or rigid steel conduit. Steel or IronPipe Steel or IronPipe Steel Conduit or Tubing Steel Conduit or TubingCopper Pipe or TubingCopper Pipeor Tubing -- -- 3/4 3/4 3/4 3/4 0, 1-1/2 0, 1-1/2 -- -- -- -- Optional Required Optional Required Required Required Sealant Putty Sealant Putty Sealant Putty 5/8 5/8 3/4 3/4 3/4 3/4 -- SpecSeal Series SSS Sealant, SpecSeal LCI Sealant or SpecSeal Putty *Bearing the UL Classification Mark 1. Min 4-1/2 in. thick lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified . Max diam of opening is 14 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. One metallic pipe, conduit or tube to be installed concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. to max 1-3/8 in. Pipe, conduit or tube to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes or conduits may be used: A. Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. C. Nom 3 in. diam (or smaller) Type L (or heavier) copper tubing. 3. Min 2-1/2 in. thickness of min 4.0 pcf mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accomodate the required thickness of fill material. 4. Min 1 in. thickness of sealant applied within the annulus, flush with top surface of floor or with both surfaces of wall. A min 3/4 in. diam bead of sealant shall be applied at the pipe/concrete slab interface for a min 3 in. length on both sides of the point contact location. -- NPC 50 Firestop 1. The 1, 2, 3 and 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 Partitions Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in.(51 by 102mm) 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. Nom 1/2 or 5/8 in. thick, 4 ft. (122 cm) 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 26 in. (660 mm) 2. One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe , conduit or tubing and periphery of opening shall be min. of 0 in (0 mm)(point contact) to max. 2 in. (51 mm) pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Nom 24 in.(610 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe B.- Nom 24 in (610 mm)diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. (305 mm)diam (or smaller) or class 50 (or heavier) ductile iron pressure pipe. C- Nom 6 in. (152 mm)diam(or smaller) steel conduit or nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing D-Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing E. Nom 6 in.(152 mm)diam (or smaller)Regular (or heavier)Copper Pipe F. Flexible Metal Piping The following types of steel flexible metal gas piping may be used: 1. Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly OMEGA FLEX INC. 2. Nom 1 in. (25 mm)diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly GASTITE, DIV OF TITEFLEX 3. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. plastic covering on piping may or may not be removed on both sides of floor or wall assemsbly WARD MFG LLC 3. -- Caulk or Sealant- min. 5/8, 1- 1/4, 1- 7/8 and 2- 1/2 in. (16,32,48 and 64 mm)thickness of caulk for 1,2,3 and 4 hr rated assemblies, respectively,applied within annulus, flush with both surfaces of wall. Min. 1/4 in (6 mm )diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall. The hourly F rating of the firestop system is dependent upon the hourly fire rating of the wall assemsbly 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: 1 (25 ) 1 (25) 4 (102) 6 (152) 12 (305) 1 or 2 3 or 4 1 or 2 3 or 4 1 or 2 0+, 1 or 2 3 or 4 0 0 0 + When copper pipe is used, T Rating is 0 h. 3M COMPANY- CP 25WB+ OR FB-3000 WT. *Bearing the UL Classification Mark 1. Lightweight or normal weight (100-150 pcf or 1600-2400 kg/m³) concrete. Except as footnoted for floor assembly in table under Item 3, min thickness of solid concrete floor or wall assembly is 4-1/2 in.(114 mm) Floor assembly may also be constructed of any min 6 in. (152 mm) thick UL Classified hollow core Wall may also be constructed of any UL Classified Diam of opening through floor or wall to be 0 to 1/4 in. (0 to 6 mm) larger than the outside diam of nom 2 in. (51 mm) diam and smaller pipes or conduits. Diam of opening to be 0 to 1/2 in. (0 to 13 mm) larger than the outside diam of nom 2-1/2 in. (64 mm) diam and larger pipes or conduits. Max diam of opening is 7 in. (178 mm) See (CAZT) and (CFTV) categories in Fire Resistance Directory for names of manufacturers. 2. One nonmetallic pipe or conduit to be centered in the through opening. Pipe or conduit to be rigidly supported on both sides of the floor or wall assembly. The following types and sizes of nonmetallic pipes or conduits may be used: A. Nom 6 in.(152 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. PVC, ccPVC or CPVC 1/2 to 1-1/2 2-1/2 1 1 0 1/2 to 1-1/2 2-1/2 1 1 1 1/2 to 2 2-1/2 2 1 0 2-1/2 2-1/2 2-1/2 2-1/2 1 1 2 2 1 1 2 2 2 3 0 1 0 0 24-1/2 2 2 2-1/2 to 3 3-1/2 to 4 1/2 to 1-1/2 PVC, ccPVC or CPVC PVC, ccPVC or CPVC PVC, ccPVC or CPVC PVC, ccPVC or CPVC PVC, ccPVC or CPVC ABS, ccABS or FRPP(a) ABS, ccABS or FRPP(a) ABS, ccPVC or FRPP(a) PVC, ccPVC CPVC, ABS ABS, ccABS or FRPP(a)PVC, ccPVC CPVC ABS, ccABS or FRPP(a)PVC, ccPVC CPVC, ABS 2 4-1/2 1 22 2-1/2 to 3 4-1/2 1 23 2224-1/22-1/2 to 3 224-1/2 1-1/23-1/2to 4 ccABS, PB or FRPP(a)PVC, ccPVC CPVC PVC, ccPVC CPVC 24-1/23-1/2 to 4 23 ABS, ccABS or FRPP(b)PVC 4-1/26 3 03 (a) - Requires use of aluminum tape detailed in Item 3E. (b) - Requires use of pipe covering detailed in Item 3D. (c) - For nom 6 in. (152 mm) diam pipe, 1 in. and 2 in.(25 to 51 mm) wide wrap strips are "Stacked" to attain nom 3 in.(76 mm) wrap strip width. Each layer of wrap strip to be installed with butted seam with butted seams in succesive layer staggered. Wrap strip layers temporarily held in position using aluminum foil tape, steel wire tie, or equivalent. In wall assemblies, the wrap strip is to be installed in the same manner used for floor assemblies, but it shall be installed symmetrically on both sides of the wall assembly. B. (Not Shown) - Generous bead of caulk or putty to be applied to outer perimeter or wrap strip at its interface with floor or wall surface(s). Caulk; FB-3000 WT sealant; Type MP+ Stix putty or IC 15WB+ caulk. (Note: L Ratings apply only when type CP 25WB+ caulk or FB-3000 WT sealant is used. CP 25WB+ not suitable for use with CPVC pipes) C. Nom 1, 2 or 3 in. (25,51 or 76 mm) deep collar, dependent upon wrap strip width, with 1-1/4 in.(32 mm) wide by 2 in. (51 mm)long anchor tabs and min 1/2 in. (13 mm) long tabs to retain wrap strip layers. Coils of precut 0.016 in.(0.41 mm) thick (28 gauge) galv sheet steel available from wrap strip manufacturer. As an alternate, collar may be field-fabricated from min 0.016 in. (0.41 mm)thick (28 gauge) galv sheet steel in accordance with instruction sheet supplied by wrap strip manufacturer. Steel collar, with anchor tabs bent outward 90 deg. wrapped tightly around wrap strip layers with min 1 in.(25 mm) overlap at seam. Anchor tabs to be pressed tightly against floor or wall surface(s), and collar to be compresed around wrap strip layers using a min 1/2 in. (13 mm) wide by 0.028 in. (0.71 mm) thick stainless steel band clamp at the collar midheight. Two band clamps are required for 3 in. (76 mm)high collar on nom 6 in. (152 mm)diam pipe. As an alternate to the band clamps, 1 in. and 2 in. (25 and 51 mm) deep collars may be secured by a means No. 10 by 1/2 in. (13 mm) long sheet metal screws installed in the vertical axis at the center of the 1 in. (25 mm) overlap along the perimeter joint of the collar. a min of two and three screws are required for 1 and 2 in. (25 and 51 mm)deep collars, respectively.Collar to be secured to floor or wall surface(s) with 1/4 in.(6 mm)diam by min 1-1/2in (38 mm) long steel expansion bolts, or equivalent, in conjunction with steel nuts and min 1 1/4 in (32 mm) diam steel fender washers. Anchor bolts to be used with every other anchor tab or as described in the following which ever is greater. (Continues) D. Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. E. Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. 3. The firestop system shall consist of the following: A. Nom 1 in. thick by min 2-1/2 in. long hollow cylindrical heavy density (min 3.5 pcf) unfaced glass fiber units wrapped around pipe and secured together by means of No. 24 AWG steel tie wire on both sides of the wall. Packing material shall be recessed from both surfaces of wall as required to accomodate the required thickness of fill material. The use of packing material within the firestop system is dependent upon the type of through penetrant and type and thickness of fill material within the firestop system used as tabulated in Item 3B. See (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specification and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoked Developed Index of 50 or less may be used. B. Fill material applied within the annulus, on both surfaces of wall. Additional fill material to be installed such that a min 1/4 in. crown is formed around the through penetrant. At the point contact location between through penetrant and concrete, a min 3/8 in. diam bead of fill material shall be applied at the concrete/through penetrant interface on both surfaces of wall. The type and thickness of fill material is dependent upon the the type of through penetrant, annular within the firestop system and use of packing material within the firestop system as tabulated below: B. Nom 4 in. (102 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. C. Nom 6 in. (152 mm) diam (or smaller) SDR 13.5 CPVC pipe for use in closed (process or supply) piping systems. D. Nom 4 in. (102 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. E. Nom 4 in. (102 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. F. Nom 3 in. (76 mm) diam (or smaller) SDR11 (or heavier) PB pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. G. Nom 4 in. (102 mm) diam (or smaller) (Schedule 40 or 80) PVC conduit installed in accordance with Article 347 of the National Electric Code (NFPA No. 70). H. Nom 4 in. (102 mm) diam (or smaller) Schedule 40 (or heavier) FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. See Rigid Nonmetallic Conduit (DZKT) category in UL Electrical Construction Materials Directory for names of manufacturers. 3. The details of the firestop system shall be as follows: A. Nom 1/4 in. (6 mm) thick intumescent elastomeric material faced on one side with aluminum foil, supplied in 1 and 2 in. (25 and 51 mm) wide strips. Strips tightly wrapped around nonmetallic pipe (foil side exposed) with the edges butted against the underside of the concrete floor or both sides of wall surface. Sufficient layers of wrap strip shall be installed to lap a min of 3/16 in. (5 mm) on the concrete around the entire perimeter of the through opening. The min wrap strip width and the min number of layers of wrap required is dependent upon the pipe type, the nom pipe diam, the wall of floor thickness and the hourly T Rating required, as shown in the following table: Two anchor bolts, symmetrically located, required for nom 1/2 in. ( 13 mm) to nom 2in. (51mm) diam pipes. Three anchor bolts, symmetrically located,required for nom 2-1/2 to 3 in. (64 to 76 mm) diam pipes. Four anchor bolts,symmetrically located, required for nom 3-1/2 and 4 in.(89 to 102 mm) diam pipes. For 6 in. (152 mm) diam pipes, anchor bolts to be used with each anchor tab. Retainer tabs to be bent 90 deg toward pipe to lock wrap strip layers in position. D. - Nom 1 in. (25 mm) thick hollow cylindrical heavy density glass fiber units jacketed on the outside with an all service jacket. When required (see table), min 6 in. (152 mm) length of pipe covering installed around pipe at its egress from the steel collar (Item C) on the underside of floor or on both sides of wall. Pipe covering secured to pipe with steel wire ties spaced max 4 in.(102 mm) OC. Edge of pipe covering abutting steel collar to be sealed with a min 1/4 in. (6 mm) diam bead of caulk or putty (Item B). See (BRGU) category in Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classifications Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. E. When required (see tables), nom 4 in. (102 mm ) wide, 3 mil thick aluminum tape installed around pipe prior to installation of wrap strip (Item 3A) or Firestop Device (Item 3F). Min one layer wrapped around pipe with top edge of tape flush with bottom surface of floor and extending downward. In walls , min one layer wrapped around pipe flush with both sides of wall and extending outward. E. Firestop Device* (Not Shown) - As an alternate to Items A and C when nom 1-1/2, 2, 3, 4 or 6 in. (38,51,76,102 or 152 mm)diam nonmetallic pipes are used, a firestop device consisting of a sheet-steel split collar lined with intumescent material and provided with steel clips for attachment may be used. Firestop device to be installed on underside of floor or on both sides of wall in accordance with the accompanying installations instructions. The firestop device type to be used is dependent upon the wall of floor thickness,the pipe type and nom pipe diam, as tabulated below: PVC, ccPVC or CPVC ABS, ccABS or FRPP(a) 1-1/2 2-1/2 PPD 1.5 or PPD 150 PVC, ccPVC or CPVC 2 2-1/2 PPD 2 or PPD 200 ABS, ccABS or FRPP(a) PVC, ccPVC or CPVC 2-1/2 PPD 3003 PVC, ccPVC or CPVC 2-1/2 PPD 4004 PB 4-1/2 PPD 1501-1/2 PB 4-1/2 PPD 2002 PVC, ccPVC or CPVC 4-1/2 PPD 3 or3 PPD 300 ABS, ccABS or FRPP(a)PB 4-1/2 PPD 3003 PVC, ccPVC or CPVC 4 PPD 4 or PPD 400 4-1/2 ABS, ccABS or FRPP(a) 4 4-1/2 PPD 400 PPD 664-1/2PVC (a) - Requires use of aluminum tape detailed in Item 3E. (b) - Requires use of pipe covering detailed in Item 3D. ++Bearing the UL Listing Mark *Bearing the UL Classification Mark 1. Floor Assembly Min 4-1/2 in thick steel-reinforced lightweight or normal weight (100-150 pcf or 1600- 2400 kg/m) structural concrete. 2. Wall Assembly The 1 or 2 hr fire rated gypsum wallboard/steel stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 or V400-Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Ceiling Runners Floor and ceiling runners of wall assembly shall consist of min No. 25 gauge galv steel channels sized to accommodate steel studs (Item 2B). Ceiling runner to be provided with min 1-1/2 in.(38 mm) flanges. Ceiling runner secured to concrete floor slab with steel masonry anchors spaced max 24 in.(610mm) OC. A1. Light Gauge Framing* - Slotted Ceiling Runner As an alternate to the ceiling runner in Item 2A, ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 2B). Ceiling runner secured to concrete floor slab with steel masonry anchors spaced max 24 in. (610 mm) OC. SCAFCO STEEL STDU MANUFACTURING CO BRADY CONSTRUCTION INNOVATIONS INC., DBA SLIPTRACK SYSTEMS INC -- SLP-TRK MARINO/WARE, DIV. OF WARE INDUSTRIES INC.-Type SLT TELLING INDUSTRIES LLC-True-Action deflection Track A2. Light Gauge Framing*-Notched Ceiling Runner-As an alternate to the ceiling runners in items 2A and 2A1,notched ceiling runners to consist of C-shaped galv. steel channel with notched return flanges sized to accommodate steel studs (item 2B), notched ceiling runner secured to concrete floor slab with steel masonry anchors spaced max. 24 in (610 mm) O.C. OLMAR SUPPLY INC.-Type SCR B. Studs Steel studs to be min 3-1/2 in. (89 mm)wide, studs cut 1/2 to 3/4 in(13 to 19 mm). less in length than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment. When slotted ceiling runner is used, steel studs secured to runner with No. 8 by 1/2 in (13 mm). long wafer head steel screws at midheight of slot on each side of wall. Stud spacing not to exceed 24 in(610 mm) OC. C. Gypsum Board* Gypsum board sheets installed to a min total thickness of 5/8 in.(16 mm) and 1-1/4 in.(32 mm) on each side of wall for 1 and 2 hr rated assemblies, respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that a nom 1 in (25 mm). gap shall be maintained between the top of the gypsum board and the lower surface of the floor and the top row of screws shall be installed into the studs 1 in. (25 mm) below the bottom of the ceiling runner. The hourly fire rating of the joint system is equal to the hourly fire rating of the wall. 3. Joint System Max separation between bottom of floor and top of wall is 1 in.(25 mm) The joint system is designed to accommodate a max 25 percent compression or extension from its installed width. The joint system consists of the following: A. Forming Material* Min 3/8 and 1 in.(10 and 25 mm) wide strips of min 4 pcf (64 kg/m³)mineral wool batt insulation for 1 and 2 hr rated assemblies, respectively. Mineral wool strips to be compressed approximately 33 percent in thickness to fill the max 1 in.(25 mm) gap between top of gypsum board and bottom of floor on both sides of the wall and recessed from each surface of wall to accommodate the required thickness of fill material. IIG MINWOOD LLC -- Minwool-1200 Safing ROCK WOOL MANUFACTURING CO -- Delta Board or Delta -8 ROCKWOOL MALAYSIA SDN BHD-Type Safe ROXUL INC -- Type Safe THERMAFIBER L L C -- Type SAF B. Fill, Void or Cavity Material* - Sealant Min 1/4 in. (6 mm)thickness of sealant installed on each side of the wall between the top of the wallboard and the bottom of the floor to completely cover mineral wool. An additional min 1/8 in. (3.2 mm) thickness of sealant to overlap onto gypsum board a min of 1/2 in.(13 mm) 3M COMPANY -- FireBarrier 1000 NS *Bearing the UL Classification Mark TI-1.1 FIRE PENETRATION DETAILS CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINTE DESIG NEMICHAEL J.KR A VITx STATE OF FLORIDAREGISTEREDAR C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx MJK APH12ARCH.dwg APH.12 ICM 02/25/20 FORT PIERCE LIBERTY HEALTH SCIENCES FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA A 1 AA B 2 BB C 3 CC RECEPTACLES T LIGHT SWITCHES, THERMOSTATS, ETC., ALIGN HORIZONTALLY & LOCATE ADJACENT TO EACH OTHER & DOOR U.N.O. (T-STATS SHALL NOT BE LOCATED IN CENTER OF PARTITION W/O ARCHITECT'S WRITTEN AUTHORIZATION) HORN & STROBE CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINTE DESIG NEMICHAE L J.KR A VITx STATE OF FLORIDAREGISTEREDAR C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx MJK APH12ARCH.dwg APH.12 ICM 02/25/20 FORT PIERCE LIBERTY HEALTH SCIENCES FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA A 1 AA B 2 BB C 3 CC ADA REFERENCE STANDARDS TI-2.1 01 ACCESSIBILITY DETAILS N.T.S. CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINTE DESIG NEMICHAE L J.KR A VITx STATE OF FLORIDAREGISTEREDAR C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx MJK APH12ARCH.dwg APH.12 ICM 02/25/20 FORT PIERCE LIBERTY HEALTH SCIENCES FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA A 1 AA B 2 BB C 3 CC ADA REFERENCE STANDARDS TI-2.2 01 N.T.S.ACCESSIBILITY DETAILS CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINTE DESIG NEMICHAE L J .KR A VI Tx STATE OF FLORIDAREGIS TERED A R C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx CC 3 C BB 2 B AA 1 A MJK APH12ARCH.dwg APH.12 ICM 02/XX/20 CANNABIS EDUCATION CENTER APHRIA, LLC FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA signed KAMM CONSULTING PROJECT #: PRINCIPAL Florida License #58232Bradly L Brown PROJECT MANAGER: date Certification of Authorization #8189 Fort Pierce, Florida 34950Phone 772.595.1744bbrown@kammconsulting.com 1408 Orange Avenue 2020-0109 DUANE MILLAR ISSUED FOR PERMIT 02-04-20 - 02-04-20 05/11/20 BLDG DEPT RESPONSES C C C C C C C C C C C C C 115 SUPPLIES RETAIL 101 AREA 110 HALL 108 CLOSET BREAK 103 AREA BREAK 102 AREA 117 SUPPLIES 118 OFFICE WAITING 119 AREA TRANSACTION 116 AREA SAFE 114 ROOM 113 SUPPLIES 112 CONSULT. ELEC. 109 ROOM 105 HALLWAY MEN'S 107 RESTROOM WOMEN'S 106 RESTROOM STAFF 104 LOUNGE RETAIL 101 AREA 100 LOBBY 111 CONSULT. E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EXISTING AHU-1 EXISTING AHU-2 EXISTING AHU-3 6"∅ 6"∅ 10"∅ MIAMITECH INC ASWC10 WALL CAP 8"∅6"∅ CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINTE DESIG NEMICHAE L J .KR A VI Tx STATE OF FLORIDAREGIS TERED A R C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx CC 3 C BB 2 B AA 1 A MJK APH12ARCH.dwg APH.12 ICM 02/XX/20 CANNABIS EDUCATION CENTER APHRIA, LLC FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA signed KAMM CONSULTING PROJECT #: PRINCIPAL Florida License #58232Bradly L Brown PROJECT MANAGER: date Certification of Authorization #8189 Fort Pierce, Florida 34950Phone 772.595.1744bbrown@kammconsulting.com 1408 Orange Avenue 2020-0109 DUANE MILLAR ISSUED FOR PERMIT 02-04-20 - 02-04-20 04/16/20 BLDG DEPT RESPONSES 05/11/20 BLDG DEPT RESPONSES CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINT E DESIG NEMICHAE L J.KR A VI Tx STATE OF FLORIDAREGIS TERED A R C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx CC 3 C BB 2 B AA 1 A MJK APH12ARCH.dwg APH.12 ICM 02/XX/20 CANNABIS EDUCATION CENTER APHRIA, LLC FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA signed KAMM CONSULTING PROJECT #: PRINCIPAL Florida License #58232Bradly L Brown PROJECT MANAGER: date Certification of Authorization #8189 Fort Pierce, Florida 34950Phone 772.595.1744bbrown@kammconsulting.com 1408 Orange Avenue 2020-0109 DUANE MILLAR ISSUED FOR PERMIT 02-04-20 - 05-29-20 07/16/20 COORDINATION 115 SUPPLIES RETAIL 101 AREA 110 HALL 108 CLOSET BREAK 103 AREA BREAK 102 AREA 117 SUPPLIES 118 OFFICE WAITING 119 AREA TRANSACTION 116 AREA SAFE 114 ROOM 113 SUPPLIES 112 CONSULT. ELEC. 109 ROOM 105 HALLWAY MEN'S 107 RESTROOM WOMEN'S 106 RESTROOM STAFF 104 LOUNGE RETAIL 101 AREA 100 LOBBY 111 CONSULT. E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E E E E E E E E E E E E E E E E E E E EEE E E E E E E E E E E E E E E E EE E E E E E E E E E E CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINTE DESIG NEMICHAE L J .KR A VI Tx STATE OF FLORIDAREGIS TERED A R C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx CC 3 C BB 2 B AA 1 A MJK APH12ARCH.dwg APH.12 ICM 02/XX/20 CANNABIS EDUCATION CENTER APHRIA, LLC FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA signed KAMM CONSULTING PROJECT #: PRINCIPAL Florida License #58232Bradly L Brown PROJECT MANAGER: date Certification of Authorization #8189 Fort Pierce, Florida 34950Phone 772.595.1744bbrown@kammconsulting.com 1408 Orange Avenue 2020-0109 DUANE MILLAR ISSUED FOR PERMIT 02-04-20 - 02-04-20 04/16/20 BLDG DEPT RESPONSES 115 SUPPLIES RETAIL 101 AREA 110 HALL 108 CLOSET BREAK 103 AREA BREAK 102 AREA 117 SUPPLIES 118 OFFICE WAITING 119 AREA TRANSACTION 116 AREA SAFE 114 ROOM 113 SUPPLIES 112 CONSULT. ELEC. 109 ROOM 105 HALLWAY MEN'S 107 RESTROOM WOMEN'S 106 RESTROOM STAFF 104 LOUNGE RETAIL 101 AREA 100 LOBBY 111 CONSULT. CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINT E DESIG NEMICHAE L J.KR A VI Tx STATE OF FLORIDAREGIS TERED A R C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx CC 3 C BB 2 B AA 1 A MJK APH12ARCH.dwg APH.12 ICM 02/XX/20 CANNABIS EDUCATION CENTER APHRIA, LLC FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA signed KAMM CONSULTING PROJECT #: PRINCIPAL Florida License #58232Bradly L Brown PROJECT MANAGER: date Certification of Authorization #8189 Fort Pierce, Florida 34950Phone 772.595.1744bbrown@kammconsulting.com 1408 Orange Avenue 2020-0109 DUANE MILLAR ISSUED FOR PERMIT 02-04-20 - 05-29-20 04/16/20 BLDG DEPT RESPONSES 07/16/20 COORDINATION TYPICAL PLUMBING FIXTURE CONNECTION SCHEDULE CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINT E DESIG NEMICHAE L J.KR A VI Tx STATE OF FLORIDAREGIS TERED A R C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx CC 3 C BB 2 B AA 1 A MJK APH12ARCH.dwg APH.12 ICM 02/XX/20 CANNABIS EDUCATION CENTER APHRIA, LLC FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA signed KAMM CONSULTING PROJECT #: PRINCIPAL Florida License #58232Bradly L Brown PROJECT MANAGER: date Certification of Authorization #8189 Fort Pierce, Florida 34950Phone 772.595.1744bbrown@kammconsulting.com 1408 Orange Avenue 2020-0109 DUANE MILLAR ISSUED FOR PERMIT 02-04-20 - 05-29-20 07/16/20 COORDINATION EXIST. 115 SUPPLIES EXIST. 101 RETAIL AREA EXIST. 110 HALL EXIST. JAN. 108 CLOSET EXIST. 117 SUPPLIES EXIST. 118 OFFICE EXIST. 116 TRANSACTION EXIST. 114 SAFE ROOM EXIST. 113 SUPPLIES EXIST. 112 CONSULT. EXIST. 109 ELEC. RM EXIST. 105 HALLWAY EXIST. 107 MENS EXIST. 106 WOMENS EXIST. 104 STAFF LOUNGE EXIST. 100 WAITING AREA EXIST. 111 CONSULT. CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINT E DESIG NEMICHAE L J.KR A VI Tx STATE OF FLORIDAREGIS TERED A R C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx CC 3 C BB 2 B AA 1 A MJK APH12ARCH.dwg APH.12 ICM 02/XX/20 CANNABIS EDUCATION CENTER APHRIA, LLC FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA signed KAMM CONSULTING PROJECT #: PRINCIPAL Florida License #58232Bradly L Brown PROJECT MANAGER: date Certification of Authorization #8189 Fort Pierce, Florida 34950Phone 772.595.1744bbrown@kammconsulting.com 1408 Orange Avenue 2020-0109 DUANE MILLAR ISSUED FOR PERMIT 02-04-20 - 05-29-20 07/16/20 COORDINATION 115 SUPPLIES RETAIL 101 AREA 110 HALL 108 CLOSET BREAK 103 AREA BREAK 102 AREA 117 SUPPLIES 118 OFFICE WAITING 119 AREA TRANSACTION 116 AREA SAFE 114 ROOM 113 SUPPLIES 112 CONSULT. ELEC. 109 ROOM 105 HALLWAY MEN'S 107 RESTROOM WOMEN'S 106 RESTROOM STAFF 104 LOUNGE RETAIL 101 AREA 100 LOBBY 111 CONSULT. CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINT E DESIG NEMICHAE L J.KR A VI Tx STATE OF FLORIDAREGIS TERED A R C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx CC 3 C BB 2 B AA 1 A MJK APH12ARCH.dwg APH.12 ICM 02/XX/20 CANNABIS EDUCATION CENTER APHRIA, LLC FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA signed KAMM CONSULTING PROJECT #: PRINCIPAL Florida License #58232Bradly L Brown PROJECT MANAGER: date Certification of Authorization #8189 Fort Pierce, Florida 34950Phone 772.595.1744bbrown@kammconsulting.com 1408 Orange Avenue 2020-0109 DUANE MILLAR ISSUED FOR PERMIT 02-04-20 - 05-29-20 07/16/20 COORDINATION curing, protecting, cleaning, and similar requirements. Install: Operation at project site, including unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, Provide: Furnish and install, complete and ready for intended use. experts in work they are engaged to install. noted. meaning. Imperative language is directed at Contractor, unless otherwise Overlapping/Conflicting Requirements: Most stringent (generally) requirement written directly into the contract documents is intended and will be enforced, unless specifically detailed language written into the contract subcontractor or sub-subcontractor. Installers are required to be skilled Specification Text Format: Underscoring facilitates scan reading, no other Installer: Entity (firm or person) engaged to install work, by Contractor, proceeding. proceeding. work must comply (within specified tolerances), or may exceed minimums within reasonable limits. Refer uncertainties to Architect/Engineer before Minimum Requirements: Indicated requirements are for a specific minimum acceptable level of quality/quantity, as recognized in the industry. Actual documents clearly indicates that a less stringent requirement is acceptable. Refer uncertainties to the Architect/Engineer for a decision before contract documents. Abbreviations, Plural Words: Abbreviations, where not defined in contract documents, will be interpreted to mean the normal construction industry terminology, determined by recognized grammatical rules, by the Architect/Engineer. Plural words will be interpreted as singular and singular words will be interpreted as plural where applicable for context of Testing Laboratory: An independent entity engaged for the project to provide inspections, tests, interpretations, reports and similar services. same force and effect on performance of the work as if copied directly into contract documents or bound and published therewith. Standards referenced in contract documents or in governing regulations have precedence over non-referenced standards, insofar as different standards may contain overlapping or conflicting requirements. Comply with standards in effect as of date of contract documents, unless otherwise indicated. Industry Standards: Applicable standards of construction industry have conflicts, delays, claims or losses. performance of work in a manner which will minimize possibility of disputes, matters, regulations, actions and pending actions; and administer/supervise Trade Union Jurisdictions: Maintain current information on jurisdictional Standards and Regulations: SECTION 01300 - SUBMITTALS included. each significant category of work to be performed. Arrange schedule to indicate of the work", submit a comprehensive progress schedule indicating a time bar for Progress Schedule: Within 15 days of the date established for "commencement Items Included: All items included in this section may not be required for this project. Consult with the Architect to determine which items are not required sequencing and to show time allowances for submittals, inspections and and others affected, including the Architect/Engineer. Project Meetings: Conduct monthly progress and coordination meetings attended by representatives of each entity engaged for performance of work. Record discussion and decisions. Distribute copies to those attending Schedule of Values: Prepare a schedule of values to show breakdown of Contract Sum corresponding with payment request breakdown and progress revision. G702, fully completed and executed. of work scheduled. Submit not less than 7 days prior to first payment Payment Requests: Submit a request each calendar month. Use AIA form request. Revise each time schedule is affected by change order or other schedule line items. Show dollar value and percent of total for each unit Shop Drawings, Product Data and Samples: Shop Drawings: additional copies as required by governing authorities. progress. Allow 2 weeks for the Architect/Engineer's review. Provide General: coordinate submittals with the progress schedule and actual work END OF SECTION 01090Protection: Protect other work during cutting and patching to prevent equipment to be incorporated into the work. These purchase orders and Pre-Installation Conference: Prior to starting installation of each major recognized as expert or otherwise capable of influencing success of the include technical representatives of product manufacturers and others each entity involved or affected by planned installation. If necessary, component of the work, hold a pre-installation conference, attended by proceeding. Inspect each product immediately before installation. Do not unsatisfactory conditions. Correct unsatisfactory conditions before inspect substrate and conditions for installation, and to report (in writing) Installer inspections: Require installer of each major unit of work to General: Working from established lines and levels at or near project site, establish and maintain dependable markers for lines and levels of the work, including markers for each story of construction. Calculate dimensions and measure for layout work. Record deviations (if any) from drawing information on existing conditions, and review with Architect/ engaged to perform work and coordinate the work with existing facilities/ conditions, and with work by separate contractors (if any) and by Owner. Coordination: Coordinate various elements of the work and entities the responsibility to re-negotiate purchase if necessary and to execute final same as if the Contractor had negotiated the purchase orders, including included in the Contract Sum. The Contractor's responsibilities are the commitments are assigned to the Contractor and the costs are if not otherwise indicated; refer uncertainties to Architect/Engineer Mount individual units of work at industry-recognized mounting heights, durability, and similar benefit to Owner's use. Isolate non-compatible organized for best possible uniformity, visual effect, operational efficiency, Anchor work securely in place, properly located by measured line and level, best possible results, coordinated with required inspection and testing. Timing: Install work during time and under conditions which will ensure printed information is more detailed or stringent than requirements Comply with manufacturer's instructions: and recommendations to extent materials from contact, sufficiently to prevent deterioration. contained directly in contract documents. before proceeding. Installation, General: Engineer at time of discovery. install damaged or defective products, materials or equipment. Preparation for Installation: installation. Administration and Supervision: SECTION 01040 - PROJECT COORDINATION Survey/Recording: purchase order agreements. END OF SECTION 01010 Requirements, apply to the entire work of the Contract. responsibility to fulfill requirements of contract documents. used to assist the reader in locating particular information. Architect/Engineer", unless otherwise indicated. assembly, installation, and similar subsequent requirements. Approved by Architect/Engineer: In no case releases Contractor from exclusively or to be shared with separate contractors, for performance of Project Site: Space available to Contractor at location of project, either Furnish: Supply and deliver to project site, ready for unloading, unpacking, into other portions of contract documents. Terms such as "shown", "noted", Indicated: Shown on drawing by notes, graphics or schedules or written Directed, Requested, Approved, Accepted, etc.: These terms imply "by the "scheduled" and "specified" have same meaning as "indicated", and are the work. free passage to adjoining areas. SECTION 01090 - DEFINITIONS AND STANDARDS possible. Comply with specified tolerances for the work. minimum disturbance of adjacent work. To avoid marring existing supplement definitions of the Contract, General Conditions, Supplementary Conditions and other general contract documents, and apply generally to General: Except as specifically defined otherwise, the following definitions General Requirements: The provisions of Division-1 sections, General Patching: Patch with seams which are durable and as invisible as into concealed surfaces. Temporarily cover openings when not in use. finished surfaces, cut and drill from the exposed or finished side which will eliminate evidence of patching and refinishing. extend finish restoration into retained adjoining work in a manner Restore exposed finishes of patched areas and where necessary procedures with the original installer; comply with original installer's work to be retained or adjoining work. Where possible review proposed Cutting: Cut the work using methods that are least likely to damage concrete and masonry using a cutting machine such as a carborundum for sawing or grinding, not hammering and chopping. Cut through Where cutting is required use hand or small power tools designed saw or core drill. Cut holes and slots neatly to size required with of the project that may be exposed during cutting and patching operations. damage. Provide protection from adverse weather conditions for that part Avoid interference with use of adjoining areas of interruptions of building but scheduled to be relocated until provisions have been made to Take precautions not to cut existing pipe, conduit or duct serving the END OF SECTION 01045 the work. Definitions: recommendations. bypass them. documents, the description of the work of the Contract can be Verbal Summary: Without force and effect on requirements of contract name location, project number and abbreviated identification of the work contract documents, and include cross-references herein to published Contract Documents: Requirements of the work are contained in the Identification: Refer to the Contract (Owner-Contractor Agreement) for the Owner negotiated purchase orders with suppliers of material and General: To expedite delivery and for other purposes in his own best interests, conflicts and to facilitate Owner usage. Perform the work so as not to Owner or his representative during construction operations to minimize building during the entire period of construction. Cooperate fully with the Full Owner Occupancy: The Owner will occupy the site and the existing Contractor Use of the Existing Building: Maintain the existing building in Smoking or open fires will not be permitted within the building toilet rooms free from accumulation of waste material, rubbish or Keep public areas such as hallways, stairs, elevator lobbies and storage area. stockpiling of materials and location of storage sheds to the Do not encumber the site with materials or equipment. Confine and available at all times. Do not use for parking or storage Keep existing driveways and entrances serving the premises clear indicated, so as to allow for Owner occupancy and use by the public. Repair damage caused by construction operations. Take all precautions a safe and weather-tight condition throughout the construction period. General: The Contractor shall limit his use of the premises to the work permitted. Portions of the site beyond areas on which work is Use of the Site: Confine operations at the site to the areas summarized as follows: interfere with the owner's operations. necessary to protect the building and its occupants during the enclosure or on the premises. Pre-Ordered Products: Owner Occupancy: construction period. indicated are not to be disturbed. of materials. construction debris. Descriptive Summary of the Work: SECTION 01010 - SUMMARY OF WORK DIVISION 1 GENERAL REQUIREMENTS of the project. information, which is not necessarily bound therewith. manner, as judged by Architect/Engineer. before proceeding with cut-and-patch of structural work. replacement of work found to be cut-and-patched in an unsatisfactory General: Use material for cutting and patching that are identical to requests and obtain Architect's/Engineer's approvals before proceeding with shortened useful life, or increased maintenance. Submit proposals and cutting and patching does not waive right to later require removal/ Limitations on Approvals: Architect's/Engineer's approval to proceed with Visual/Quality Limitations: Do not cut-and-patch work exposed to view (exterior and interior) in a manner resulting in noticeable reduction of aesthetic qualities and similar qualities, as judged by Architect/Engineer. Refer to other sections of these specifications for specific cutting and patching requirements and limitations applicable to individual units of work. Structural Work: Do not cut-and-patch structural work in a manner resulting in a reduction of load-carrying capacity of load/deflection ratio. Submit proposal and request and obtain Architect/Engineer's approval and safety components in a manner resulting in decreased performance, Operational/Safety Limitations: Do not cut-and-patch operational elements Inspection: Before cutting, examine surfaces to be cut and patched and Temporary Support: To prevent failure provide temporary support otherwise unsatisfactory conditions are encountered, take corrective action conditions under which the work is to be performed. If unsafe or extent possible with regard to visual effect. Use materials for cutting and patching that will result in equal-or-better performance characteristics. used, use materials that match existing adjacent surfaces to the fullest existing materials. If identical materials are not available, or cannot be of work to be cut. before proceeding with the work. Execution: Materials: cut-and-patches. SECTION 01045 - CUTTING AND PATCHING Definition: "Cutting and patching" includes cutting into existing and subsequent fitting and patching required to restore surfaces to their construction to provide for the installation or performance of other work freedom from damage and deterioration at time of substantial completion. sufficient maintenance and protection during construction to ensure General: Clean each element of work at time of installation. Provide original condition. General: Cleaning and Protection: END OF SECTION 01040 Record Drawings: Maintain a complete set of either blue-or black-line with durable paper covers, appropriately labeled. DIVISION 2 SITEWORK work are specified by respective trades. and noise control. Relocation of pipes, conduits, ducts, other mechanical and electrical Remodeling construction work and patching is included within the respective sections of specifications, including removal of materials for re-use and incorporated into remodeling or new construction. Types of Selective Demolition Work: Demolition requires the selective removal and subsequent offsite disposal of portions of the existing building as indicated on drawings and as required to accommodate new Sanitize plumbing and food service facilities. Clean light fixtures and replace burned-out lamps. Clean or replace mechanical systems filters. Remove non-permanent protection and labels. work to the condition expected from a normal, commercial building operations before requesting inspection of substantial completion. cleaning and maintenance program. Complete the following cleaning Final Cleaning: At the time of project close out, clean or reclean the Maintenance Manuals: Provide 3-ring vinyl-covered binders containing required maintenance manuals, properly identified and to cover emergencies, spare parts, warranties, inspection procedures, diagrams, safety, security, and similar appropriate data for each system or equipment item. or replacement during the life of the project. Require the entities marking prints to sign and date each mark-up. Bind pints into manageable sets, measure and record at a later date, and work which may require servicing prints of the contract drawings and shop drawings for record mark-up purposes throughout the Contract Time. Markup these drawings during the course of the work to show both changes and the actual installation, in sufficient detail to form a complete record for the Owner's purposes. Giver particular attention to work which will be concealed and difficult to continuation of utility services as required, together with details for dust to commencement of work. Include coordination for shut-off, capping and Schedule Submit schedule indicating proposed sequence of operations for selective demolition work to Owner's Representative for review prior ONLY THOSE SPEC SECTIONS PERTAINING Initial Submittal: Submit one opaque blue/black line print and one Final Submittal: After approval, submit 3 prints; if the drawing is transparency for job use and distribution. the remainder. Maintain one print as mark-up copy for record required for maintenance manuals submit 5 prints; with final processed and returned. After approval, print the processed submittal, include additional prints as necessary for job use and distribution. Architect/Engineer will retain 2 prints, and will return correctable, reproducible transparency. The transparency will be drawings. authorization. NOTE: DIVISION I APPLIES TO ALL PROJECTS. TO WORK SHOWN ON THE DWGS APPLY. Post in the temporary office. Revise at intervals matching payment Prior to the initial payment request, submit the schedule of values, concerned parties, including 3 copies to the Architect/Engineer. a list of principal subcontractors and suppliers, the progress schedule and copies of building permits and similar start-up requests and redistribute. listing of critical submittal dates. Architect/Engineer's review, print and distribute the schedule to actual dollar-volume of completed work at end of each period showing pre-calculated dollar-volume and space for recording Show double cost line immediately below date line in heading, Show critical submittal dates or prepare a separate coordinated Submittal: Following the initial revision of the schedule after the scheduled. END OF SECTION 01700 SECTION 02070 - SELECTIVE DEMOLITION construction. Related work specified elsewhere: Broom-clean unoccupied spaces. Touch-up minor finish damage. Clean exposed finishes. Police yards and grounds. Sweep and wash paved areas. Polish glass. Remove debris. SECTION 01700 - PROJECT CLOSEOUT parts, keys and similar operational items. Complete final cleaning, and remove temporary facilities and tools. Complete instruction of Owner's operating personnel, and start-up Submit record documentation, maintenance manuals, tools, spare documentation for specific units of work, enabling Owner's Submit executed warranties, workmanship bonds, maintenance agreements, inspection certificates and similar required following before requesting inspection of the Work, for substantial completion. Prerequisites: comply with the General Conditions and complete the requirements contained in other sections have precedence over the general individual portions of completed work as well as the total Work. Specific relate to both substantial and final completion of the Work, they also apply to such as final payment or the change over of insurance. Closeout requirements Description of Requirements: Provisions of this section apply to the procedural requirements for the actual closeout of the Work, not to administrative matters Record Drawings: Submit original maintained marked-up prints. Maintenance Manuals: Submit 2 bound copies. for inclusion in the submittal of record documents. Field Records: 4 copies, including one copy which will be returned Warranties: Submit 2 executed copies, plus additional copies as Miscellaneous Submittals: Provide copies of miscellaneous submittals Samples: Submit 3 sets of samples; one set will be returned. Provide 3 or more samples in each set where variations in color, pattern or texture are observable; show average condition and extreme range of variations. Submit full documentation with each set. Sample submittals are for Architect/Engineer's observations of color, texture, pattern and "kind". Maintain returned set at project site for purposes of quality control Do not proceed with the installation of manufactured products until a copy of related product data is in the installer's possession at be returned. Maintain one additional copy at the project site for required for maintenance manuals, submit 2 additional copies which will for information and record purposes only. Where the product data is printed product data. Submit 2 copies to Architect/Engineer; submittal is Product Data: Mark each copy to indicate the actual product to be provided; show selections from among options in the manufacturer's documents, they mean the well recognized name of entity in building construction industry; refer uncertainties to Architect/Engineer before Abbreviations: Where abbreviations or acronyms are used in contract proceeding, or consult "Encyclopedia of Associations" by Gale Research Co. requirements contained in this section. Procedures at Substantial Completion: Record Documentation: unrestricted occupancy and use. systems. as follows: comparisons. END OF SECTION 01300 required for maintenance manual. reference purposes. the project site. leave vehicles or equipment unattended with the motor running construction equipment, when parked and unattended. Do not Lock automotive type vehicles and other mechanized or motorized or ignition key in place. similar time margins. CS-1 SPECIFICATIONS CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINTE DESIG NEMICHAE L J.KR A VI Tx STATE OF FLORIDAREGISTEREDAR C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx MJK APH12ARCH.dwg APH.12 ICM 02/25/20 FORT PIERCE LIBERTY HEALTH SCIENCES FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA A 1 AA B 2 BB C 3 CC Occupancy: Owner will be continuously occupying areas of the building disruption of Owner's normal operations. Provide minimum of 72 hours Institute "Recommended Specifications for Standard Steel Doors and Frames" Standards: In addition to other specified requirements, comply with Steel Door SECTION 08110 - STEEL DOORS AND FRAMES END OF SECTION 07200 insulation. applicable to location and conditions indicated. Support: insulation units by adhesive or mechanical anchorage or both as General: Comply with insulation manufacturer's instructions for installation of Installation: Mechanical Anchors: Type and size recommended by insulation manufacturer. Thermal Resistance: as shown on the drawings. values of 25 and 50, respectively. Surface Burning Characteristics: Maximum flame spread and smoke developed Combustion Characteristics: Passes ASTM E 136 test. General: Provide insulation as shown on the drawings selected from manufacturer's standard thicknesses, widths and lengths. Products: Submittals: Submit product data for each form and type of insulation indicated. Maximum Allowable Asbestos Content: Less than 0.25% by weight of asbestos of any type or mixture of types occurring naturally as impurities, as determined by polarized light microscopy test per Appendix A of 40 CFR 763. Materials Directory". Fire Performance Characteristics: Provide insulation with fire performance characteristics indicated per ASTM E 119, ASTM E 84 and E 136, as applicable, and which correspond to product listed in UL "Fire Resistance Directory" or "Building per hr. at mean temperatures indicated. Thermal resistivity or r-value represents the rate of heat flow though a homogenous material exactly 1" thick and are expressed by the temperature difference in degrees F between the two exposed faces required to cause 1 BTU to flow through 1 sq.ft. Tops: Anchor securely to base units. Cabinets: Install without distortion so that doors and drawers fit openings and are properly aligned. Standing and Running Trim: Install with minimum number of joints possible, using at corners to produce tight fitting joints. Use scarf joints for end-to-end joints. full-length pieces from maximum length of lumber available. Cope at returns, miter to substrates, using concealed fasteners. straight with no distortion. Shim as required using concealed shims. Scribe and cut woodwork to fit adjoining work. Anchor woodwork to anchors or blocking or directly Installation: Install finish carpentry and architectural woodwork plumb, level and Cabinet Hardware and Accessory Materials: Provide cabinet hardware and accessory manufacturer, etc. materials to comply with requirements indicated for design, material, finish, Fasteners and Anchorages: Provide nails, screws and other anchoring devices of secure attachment, concealed where possible. Hot-dip galvanize fasteners for work exposed to high humidities to comply with ASTM A 153. type, size material and finish suitable for intended use and required to provide Plastic Laminate: High pressure decorative laminate complying with NEMA LD 3, in color, pattern and finish indicated. damaged or defective wood. Interior Wood: pattern and finish of plastic laminate; and of each type of cabinet hardware. Samples: Submit finished samples of each wood species and cut indicated for transparent finish; of each material indicated for opaque finish; of each color, Shop drawings: Submit shop drawings for each item of architectural woodwork. Standards: Comply with applicable requirements of the following: SECTION 06300 - FINISH CARPENTRY AND ARCHITECTURAL WOODWORK fasteners of size that will not penetrate members where opposite side will be Securely attach: Carpentry work to substrates and supporting members using exposed to view or receive finish materials. Install fasteners without splitting wood. and plywood after treatment and drying; discard twisted, warped, bowed or otherwise concealed surface of each piece. Re-dry treated lumber. Inspect each piece of lumber and which does not require brush treatment after field cutting. Provide UL label on fire-retardant which will not bleed through or adversely affect type of finish indicated treatment comply with AWPA C 20 (lumber) and AWPA C 27 (plywood) using Fire-Retardant Treated Wood (FRTW): Where wood is indicated for fire-retardant END OF SECTION 06400 SECTION 07200 - INSULATION General: Types of cold-formed metal framing units for project include the following: demolition work. Repair adjacent construction or surfaces soiled or damaged by Demolish concrete and masonry in small sections. Cut concrete and masonry at junctures with construction to remain using power-driven masonry saw or hand tools; do not use power-driven impact tools. notice to owner if shutdown of service is necessary during change-over. service to occupied areas of building. Provide minimum of 72 hours advance Provide by-pass connections as necessary to maintain continuity of Locate, identify, stub off and disconnect utility services that are not indicated to Demolition: Perform selective demolition work in systematic manner. demolition schedule as necessary to continue overall job progress without delay. Pending receipt of directive from Owner's Representative rearrange selective of conflict. Submit report to Owner's Representative in written, accurate detail. function or design are encountered, investigate and measure both nature and extent If unanticipated mechanical, electrical or structural elements which conflict with intended Salvage Items: Where indicated on Drawings as " Salvage-Deliver to Owner", carefully remove indicated items, clean, store and turn over to Owner and obtain receipt. resulting from demolition operations from building site. Transport and legally Clean up and Repair: upon completion of demolition work, remove tools, equipment and demolished materials from site. Remove protections and leave interior areas Repair demolition performed in excess of that required. Return structures and surfaces to remain to condition existing prior to commencement of selective Disposal of Demolished Materials: Remove debris, rubbish and other materials Shop Drawings and Data: Submit shop drawings for special components and installations not fully dimensioned or detailed in manufacturer's product data. "C" shaped steel studs. SECTION 05400 - COLD FORMED METAL FRAMING DIVISION 5 METALS DIVISION 4 MASONRY DIVISION 3 CONCRETE (NOT INCLUDED) (NOT INCLUDED) dispose of materials off site. END OF SECTION 02070 selective demolition work. broom clean. have not been removed. remain. levels and lines, with members plumb and true and cut to fit. products not covered in above standards, comply with recommendations of manufacturer of product involved for use intended. Set carpentry work to required Install rough carpentry work to comply with "Manual of House Framing" by National Forest Products Assoc. (N.F.P.A.) and with recommendations of American Plywood Association (APA), unless otherwise indicated. For sheathing, underlayment and other for intended use by manufacturer. Fasteners and Anchorages: of size, type, material and finish suited to application shown. Provide metal hangers and framing anchors of size and type recommended cant strips, bucks, nailers, blocking, furring, grounds, stripping and similar members. lumber for support of other work, including rooftop equipment and support bases, Lumber for Miscellaneous Uses: Unless otherwise indicated, provide Standard grade Installation: SECTION 06100 - ROUGH CARPENTRY Install horizontal stiffeners in stud system, spaces (vertical distance) at not more than 4'-6" o.c. Weld at each intersection. Secure studs to top and bottom runner tracks by either welding or screw fastening at both inside and outside flanges. heavy trim and furnishings, and similar work. Install supplementary framing, blocking and bracing in metal framing system wherever walls or partitions are indicated to support fixtures, equipment, services, casework, walls or warped surfaces and similar requirements. Set studs plumb, except as needed for diagonal bracing or required for non-plumb Installation: Install metal framing systems in accordance with manufacturer's printed or written instructions and recommendations, unless otherwise indicated. Fabrication Tolerances: Fabricate panels to a maximum allowable tolerance variation from plumb, level, and true to line of 1/8" in 10'-0". Wire tying of framing components is not permitted. by stud manufacturer for type of construction involved. Install continuous tracks sized to match studs. Secure tracks as recommended PS 20 and applicable grading rules of inspection agencies certified by ALSC'S Board Lumber, General: Manufacture lumber, S4S and grade stamped, to comply with DIVISION 6 WOOD AND PLASTICS Products: of Review. General: END OF SECTION 05040 resulting from selective demolition work; file with Owner's Representative prior equipment or to surrounding properties which could be misconstrued as damage which work will be performed. Photograph existing conditions to structure surfaces, Inspection: Prior to commencement of selective demolition work, inspect areas in Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to governing Utility Services: Maintain existing utilities indicated to remain, keep in service, and Equip partitions with dust-proof doors and security locks if required. be maintained by Owner insofar as practicable. However, variations Conditions existing at time of commencement of contract will within structure may occur by Owner's removal and salvage operations advance notice to Owner of demolition activities which will impact Owner's Conduct selective demolition work in manner that will minimize need for Condition of Structures: Owner assumes no responsibility for actual condition Partial Demolition and Removal: Items indicated to be removed but of salvable value to Contractor may be removed from structure as work progresses. Transport salvaged Storage or sale of removed items on site will not be permitted. Protections: Provide temporary barricades and other forms of protection as required separate areas where noisy or extensive dirt or dust operations are performed. to protect Owner's personnel and general public from injury due to selective Provide protective measure as required to provide free and safe passage of Owner's personnel and general public to and from occupied portions of Erect temporary covered passageways as required by authorities having Protect from damage existing finish work that is to remain in place and Construct temporary insulated solid dust-proof partitions where required to Damages: Promptly repair damages caused to adjacent facilities by demolition work Cover and Protect furniture, equipment and fixtures to remain from soiling or damage when demolition work is performed in rooms or areas from which such items protect against damage during demolition operations. to starting work. authorities. at no cost to Owner. items from site as they are removed. Protect floors with suitable coverings when necessary. becomes exposed during demolition operations. building. jurisdiction. demolition work. prior to start of selective demolition work. of items or structures to be demolished. immediately adjacent to areas of selective demolition. normal operations Alabama Metal Industries Corp. and to assure consistent component placement. Fabricate panels in jig templates to hold members in proper alignment and position racking with joints welded. Perform lifting of prefabricated panels to prevent damage Prefabrication: Structural framing components may be prefabricated into panels prior to erection. Fabricate panels plumb, square, true to line and braced against Galvanizing Repair Paint: High zinc dust content paint for repair of galvanized surfaces damaged by welding, complying with M.I Spec. MIL-P-21035. Electrodes for Welding: Comply with AWS Code. "C" - Shape Studs:Manufacturer's standard load-bearing steel studs of size, shape, and gage indicated, with 1.625" flange and flange return lip. Provide galvanized finish to metal framing components complying with ASTM A 525 for minimum G 60 coating. Bostwick Steel Framing Co. application indicated, as needed to provide a complete metal framing system. manufacturer's standard steel runners (tracks), blocking, lintels, clip angels, shoes, reinforcements, fasteners, and accessories as recommended by manufacturer for System Components: With each type of metal framing required, provide quality steel sheet with a minimum yield point of 33,000 psi; ASTM A 446, A 570, For 18-gage and lighter units, fabricate metal framing components of commercial welding, bolting, or screw fasteners, as standard with manufacturer. Fastenings: Attach similar components by welding. Attach dissimilar components by or distortion. Materials and Finishes: or A611. Milcor Div. , Inryco Inc. Marino Industries Corp. U.S. Gypsum. Dale Industries, Inc. regulations, provide units which have been approved by governing authorities having for a fire-resistance rating, including those required for compliance with governing Fire-Rated Assemblies: Where framing units are components of assemblies indicated Include placing drawings for framing members showing size and gage designations, number, type, location and spacing. Indicate supplemental bracing, splices, accessories, and details as required for proper installation. Manufacturers : one of the following: Component Design: Calculate structural properties of studs and joists in accordance with AISI "Specification for the Design of Cold-Formed Steel Structural Members" jurisdiction. ONLY THOSE SPEC SECTIONS PERTAINING Faces for Transparent Finish: As shown on the drawings. shall be IHC where required by finish hardware. Core: Solid core or hollow core, as shown on the drawings. Hollow core doors agency acceptable to authority having jurisdiction. Fire-Rated Doors: Labeled and listed with rating required by a testing and inspection Louvers: Manufacturer's standard louvers of type, material and size indicated. Transom and side Panels: Match quality, construction and appearance of associated Exposed Surfaces: Same exposed surface material on both faces of each door, General Wood Door Product Requirements: Cal-Wood Door Div.; Timberland Ind., Inc. Manufacturers: Subject to compliance with requirements, provide wood doors by one doors as defined by referenced standards.Manufacturer, Installer and Contractor, agreeing to repair or replace defective Product warranty on door manufacturer's standard form, signed by Samples for each type of door construction, face material and finish required. Submittals: In addition to product data, submit the following: Finish hardware is specified in another Division-8 section. Install fire-rated units in accordance with NFPA Std. No. 80 and final shop drawings (if any). Fit doors to frames and floors with clearances Installation: Install hollow-metal units in accordance with manufacturer's instructions Standards: Comply with requirements of ANSI/NWMA I.S. 1 and Section 1300 of AWI "Architectural Woodwork Quality Standards" except as otherwise indicated. wood doors. DIVISION 8 DOORS AND WINDOWS NOTE: DIVISION I APPLIES TO ALL PROJECTS. TO WORK SHOWN ON THE DWGS APPLY. Interior Flush Doors: DIVISION 7 THERMAL AND MOISTURE PROTECTION except as otherwise indicated. of the following: Ipik Door Co., Inc. Weyerhauser Company. Approved Equal. Glen-Man Door Mfg. Co. Algoma Hardwoods Inc. Buell Door Company. Graham Mfg. Co. Eggers. specified in SDI-100. END OF SECTION 08110 SECTION 08210 - WOOD DOORS Provide 26-gage steel plaster guards or mortar boxes, welded to frame, at back of hardware cutouts where installed in concrete, masonry or plaster frames and on heads of double-swing frames. Prepare frames to receive 2 silencers on strike jambs of single-swing Provide standard hollow metal frames for doors, transoms, sidelights, borrowed lights, and other openings as indicated. Frames: Comply with SDI-100, of the types and styles indicated, for materials quality, Doors: Comply with SDI-100, of the types and styles indicated, for materials quality, using manufacturer's standard baked-on rust inhibit primer. Shop paint exposed surfaces of doors and frame units, including galvanized surfaces, "Recommended Locations for Builder's Hardware". Locate finish hardware as indicated or, if not indicated, per DHI Reinforce units to receive surface-applied finish hardware to be field applied. "Specifications for Door and Frame Preparation for Hardware". Prepare steel doors and frames to receive mortised and concealed finish hardware, including cutouts, reinforcing, drilling and tapping, complying with ANSI A 115 Fabrication: Fabricate units to be rigid, neat in appearance, and free from defects, warp or buckle. Weld exposed joints continuously, grind, dress, and make smooth, units built into exterior walls, complying with ASTM A 153. Anchors and Accessories: Manufacturer's standard units. Use galvanized items for A 568; cold-rolled per ASTM A 366 and A 568. Materials: Steel doors and frames; hot-rolled, pickled and oiled per ASTM A 569 and Fire-Rated Assemblies: (if required) Provide units that display appropriate UL or FM Steelcraft/Div. American Standard Co. Republic Builders Products Corp./Subs. Republic Steel. Pioneer Bldrs. Products Corp./Div. CORE Industries, Inc. and frames, submit shop drawings showing application to project, as required. Submittals: With manufacturer's standard details and specifications for steel doors Interior Doors: (if required) SDI-100, Grade III, heavy-duty, Model 1, minimum (SDI-100), for the following classifications. Amweld/Div. American Welding & Mfg. Co. Plywood: Sizes shown on the drawings, APA graded complying with Lumber and Trim: Unless shown otherwise on the drawings, western pine, Panel Product: Medium density fiberboard. Douglas Fir or White Fir, graded "C Select" under WWPA rules. PSI/ANSI A199.1. metal gages, and construction details. metal gages, and construction details. openings. flush and invisible. labels for fire-rating indicated. Trussbilt, Inc. "Architectural Woodwork Quality Standards" by AWI.Manufacturer: One of the following: Mesker Industries, Inc. Curries Mfg. , Inc. Allied Steel Products, Inc. Dittco Prod. Div. Fenestra Corp. Ceco Corp. 18-gage faces. with exterior glue, fire-retardant treated, 1/2" thick except as otherwise noted. Plywood Backing for Electrical and Telephone Equipment: APA C-D PLUGGED INT CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINT E DESIG NEMICHAE L J.KR A VITx STATE OF FLORIDAREGISTEREDAR C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx MJK APH12ARCH.dwg APH.12 ICM 02/25/20 FORT PIERCE LIBERTY HEALTH SCIENCES FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA A 1 AA B 2 BB C 3 CC CS-2 SPECIFICATIONS cold-rolled steel sheet, with hanger wire, attachment devices and edge moldings and trim. Thickness: 5/8", unless otherwise indicated. Class II Natural Anodized Finish: AA M12C22A31 Fire Resistance Rated Wire Glass: Provide UL-labeled and listed products, identical with Safety Glazing Standard: Comply with ANSI Z97.1 and testing requirements of 16 CFR Glazing Standard: Comply with FGMA "Glazing Manual" and "Sealant Manual". Install each hardware item to comply with manufacturer's instructions and Hardware Mounting Heights: Door and Hardware Institute "Recommended Locations for Builders' Hardware for Custom Steel Doors and Frames", except as otherwise indicated. the nearest traditional U.S. commercial finish. Finish and base material designations are indicated in accordance with ANSI A156.18 or preparation to receive hardware.Furnish templates to each fabricator of doors and frames, as required for Submit final hardware schedule organized by "hardware sets", to indicate specifically the product to be furnished for each item required on each door. by other listed manufacturers may be used, subject to approval of Architect. products are listed on the drawings. Products of equivalent quality, design and function Acceptable Manufacturers / Products: Acceptable manufacturers for various types of Number Designation: Numbers shown on the drawings indicating hardware items are plumb and level, accurately aligned and securely anchored. sample, or if none, as selected by Architect from within standard industry colors and Class II Color Anodized Finish: AA M12C22A42 / A4, in color matching Architect's Installation: Comply with manufacturer's instructions and recommendations. Set units SECTION 08800 - GLASS AND GLAZING Part 1201 for category II materials. those tested per ASTM E 163 (UL 9). General: END OF SECTION 08710 recommendations. ANSI standard number designations. General Hardware Requirements SECTION 08710 - FINISH HARDWARE END OF SECTION 08420 color density range. END OF SECTION 09250 sand after last 2 coats. Install compound in 3 coats (plus pre-fill of cracks where recommended by mfr.); penetrations, fastener heads and surface defects. Drywall Finishing: Except as otherwise indicated, apply joint tape and joint compound at joints (both directions) between gypsum boards. Apply compound at accessory flanges, Do not bridge building expansion joints. Leave space of the width indicated between boards, and trim both edges for installation or sealant or gasket. Laminate face layer to backing board layer where double-layer work is indicated or required to make up indicated thickness. Screw gypsum board to metal supports. Isolate drywall work from abutting structural work; provide edge trim and acoustical sealant as recommended by mfr. Form "Floating" construction for gypsum boards at internal corners, except where special isolation or edge trim is indicated. 12"x 1/8" gage unless otherwise indicated. Provide static resistant tile where shown Installation: Comply with flooring manufacturer's recommendations for type(s) of Resilient Edge Strips: Not less than 1" width; 1/8" gage; tapered bullnose edge, color Vinyl Wall Base: FS SS-W-40, Type II, 0.080" gage; with matching stops and pre-formed corner units; standard top-set cove; unless otherwise indicated. materials, project conditions, and intended use. to match flooring or as selected by Architect. on the drawings. NOTE: DIVISION I APPLIES TO ALL PROJECTS. TO WORK SHOWN ON THE DWGS APPLY. ONLY THOSE SPEC SECTIONS PERTAINING Vinyl Composition Tile: FS SS-T-312, Type IV, composition as indicated below; Colors and Patterns: As scheduled or shown, or as selected by Owner from Submittals: With manufacturer's product data and installation instructions, submit the manufacturer's standard colors and patterns. Maintenance instructions. Samples of each type, color and pattern of resilient flooring and accessories. following: Joint Tape: ASTM C 475, paper reinforcing tape. different arrangement by mfr. Otherwise, install boards staggered over support, except where recommended in a exposed gypsum boards vertical, with joints offset on opposite sides of partitions. joints, and avoid end joints in central area of ceilings. Install walls and partitions with Install gypsum boards in lengths and directions which will minimize number of end Drywall Installation and Finishing: Provide ready-mixed vinyl-tape for interior work. Joint Compound: ASTM C 475, of the type indicated. Gypsum Board Fasteners: Type recommended by gypsum board mfr., except as otherwise Laminating Adhesives: Product recommended by gypsum board mfr. exposed type is indicated. Provide corner beads, L-type edge trim beads, U-type trim with face flanges for concealment in joint compound except where semi-finishing or Trim Accessories: Provide mfr's. standard metal trim accessories, of the beaded type Thickness: 5/8", Type "X" unless otherwise indicated. beads, special L-kerf-type edge trim beads, and one piece control beads. indicated. Suspension System: Secure to building structure, with hangers spaced 4'-0" along Cope exposed edges of intersecting exposed suspension members to produce Edge Moldings: Secure to substrate with screw anchors spaced 16" o.c. Miter corner joints. SECTION 09650 - RESILIENT FLOORING Install acoustical tile with suspension flange at each joint. END OF SECTION 09510 flush intersections. supported members. Layout: Balance ceiling borders on opposite sides, using more-than-half-width acoustical units. Pattern Directions: AS shown on the drawings. Tolerance: 1/8" in 12'-0" level tolerance. Sizes and types shown on the drawings. Installation: Lay tile flooring from center marks established with principal walls; adjust as required to avoid use of cut units less than 1/2 tile wide at perimeters. Match tiles for color andpattern by using in manufactured and packaged sequence. accordance with flooring manufacturer's instructions. Clean floors and apply leveling compound and substrate primer if required, in HUD Certification: Comply with HUD "Use of Materials Bulletin" UM-44c, and carry current listing in HUD "Certified Products Directory". (if any) and gloss. Class I Natural Anodized Finish: AA M12C22A41 Finish: As indicated on the drawings, conforming to one of the following. Drawings are based on one manufacturer's systems; similar systems by other manufacturers are acceptable, if determined by Architect to conform to design Modifications of Details: Maintain design concept as indicated (member sizes, basic United States Aluminum Corp., International Alum. Corp. Arcadia, Northrop Architectural Systems. Samples of each required aluminum finish. Shop drawings for fabrication and installation. Submittals: In addition to manufacturer's standard product data submit the following: SECTION 08420 - ALUMINUM STOREFRONT WORK: indicated in referenced standards. Machine doors for hardware indicated. Seal cut Job-Fit Doors: Fit doors to frames with uniform clearances and bevels to dimensions Pre-fit and pre-machine wood doors at factory. Coordinate with finish hardware and door color indicated, or if not indicated, as selected by Architect. Pre-finish wood doors for opaque finish with manufacturer's standard paint system in Install doors to comply with manufacturer's instructions. requirements. profiles, and component alignment). Tubelite Div. , Indal Inc. PPG Industries, Inc. Kawneer Company, Inc. Howmet Aluminum Corp. Cronstroms Mfg., Inc. Manufacturers: One of the following: Alumiline / Aldora. Amarlite / Arco Metals Co. surfaces after fitting and machining. END OF SECTION 08210 Installation: frame requirements. Pre-fitting and Preparation for Hardware: END OF SECTION 09300 Long Edges: Standard taper. assemblies. Provide Type X where indicated and where required in fire-resistance rated Exposed Gypsum Board: ASTM C 36. Drywall Materials: United States Gypsum Co. Gold Bond Building Products Div., National Gypsum Co. Georgia - Pacific Co. Flintkote Products, Genstar Building Materials Co. American Gypsum Co. Manufacturers: Subject to compliance with requirements, provide products by one of Fire - Resistance Ratings: provide gypsum drywall work with ratings indicated and conforming to assemblies tested and listed by recognized authorities. Metal Support Standard: ASTM C 754 Gypsum Board Standard: ASTM C 840 SECTION 09250 - GYPSUM DRYWALL the following: Metal Direct-Hung Suspension Systems: Direct-hung systems, roll-formed from pre-finished Mineral Composition Panels - Sizes and types shown on the drawings. Fire-Resistance Ratings: As indicated per ASTM E 119 and as indicated by reference Surface Burning Characteristics: 25 or less for flame spread, 50 or less for smoke Products: to design designation in UL "Fire Resistance Directory". developed, per ASTM E 84. Acoustical Suspension System Standards: ASTM C 635 for materials, ASTM C 636 for Acoustical Panel and Tile Standard: FS SS-S-118 installation. General: SECTION 09510 - ACOUSTICAL CEILINGS END OF SECTION 08800 Wash glass on both faces not more than 4 days prior to date scheduled for inspections intended to establish date of substantial completion. Wash glass by method recommended by glass manufacturer. Protect glass from contact with contaminating substances resulting from construction operations ; remove any such substances by method approved by glass manufacturer. DIVISION 9 FINISHES Protect glass from edge damage during handling and installation. Inspect glass during installation and discard pieces with edge damage that could affect glass performance. General: Comply with referenced FGMA standards and instructions of manufacturers of glass, glazing sealants, and gaskets, to achieve airtight and watertight performance and to minimize breakage. Glass Installation (Glazing): Cleaners, Primers and Sealers: Type recommended by manufacturer of sealants / gaskets. manufacturer's instructions for application of proprietary materials. of tile and method of installation used and manufacturer's instructions. Apply heavy draft Cleaning and Protection: Clean tile in accordance with applicable ANSI standard for type Edge Strips: Provide at exposed edge of tile meeting carpet, wood, or resilient flooring, Joint Pattern: Use grid pattern with 1/16" wide joints, unless otherwise indicated. unless otherwise indicated. paper or other heavy protective covering to prevent surface damage. of tile, setting materials, grout and methods of installation indicated. Comply with Installation: Comply with ANSI A108.1 and 108.4 through A108.10, as applicable for type Prepackage dry mortar mix with re-emulsifiable powder as additive, for mixing 10.0 per ASTM C 241; white with, honed finish, unless otherwise indicated. Latex-Portland Cement Mortar: ANSI A118.4 with water only. Portland Cement Mortar: ANSI A108.1, materials and installation. Dry-Set Mortar: ANSI A118.1 Shop-prime doors for opaque finish with one coat of wood primer. Edge Construction: Manufacturer's standard laminated edge construction for Core Construction: Manufacturer's standard core construction required to provide Faces and AWI Grade: Match faces and grade of non-rated doors in same Faces for Opaque Finish: Any closed-grain hardwood of mill option. Pre-finish wood doors for transparent finish with manufacturer's standard finishing system as selected by Architect from manufacturer's standards for stain color Factory Finishing: (if used) improved screw-holding ability. fire-resistance rating indicated. Fire-Rated Solid Core Doors: area of building. Grade: Custom. selected by Architect. sealants which suit project application and installation conditions and which are Glazing Sealant: Comply with sealant and glass manufacturers for selection of glass compatible with surfaces contacted. Provide color of exposed sealants indicated or as of glass manufacturer. Sizes: Fabricate glass of thicknesses indicated and to sizes required for glazing openings indicated, with edge clearances and tolerances complying with recommendations Glass Products : Comply with ASTM C 1036. Provide types of glass shown on the drawings. AFG Industries, Inc. LOF Glass, Inc. PPG Industries Inc. Saint Gobain / Euroglass. Glass Manufacturers: Subject to compliance with requirements, provide products by one of the following: Products: backing with joints grounted. Marble Thresholds: Group "A"; ASTM C 503, for exterior use with minimum hardness of Sizes and Thicknesses: As indicated or, if not indicated, as selected by Architect from Colors, Textures and Patterns: As selected by Architect from manufacturer's standards, Trim Shapes: Same material, size, color, and texture as field tile. Tile Grade: "Standard Grade" unless otherwise indicated. manufacturer's standard sizes and thicknesses. or as shown on the drawings. submit 3 samples of each type, color, and texture of tile mounted on 12" square Submittals: With manufacturer's product data and installation instructions for tile work, Standard Institute (ANSI) and Standard Specification for Ceramic Tile ANSI A137.1 apply Standards: Mortar and grout materials and installation standards of American National to the work, except as otherwise indicated. SECTION 09300 - TILE Install resilient edge strips at edges of resilient flooring which would otherwise be exposed. Clean floors and accessories after installation and apply protective polish in accordance with flooring manufacturer's instructions. Omit polish on "no-wax" flooring and tile indicated for "no-wax" maintenance. END OF SECTION 09650 SECTION 09680 - CARPETING General: Carpet flammability: Pass pill test, ASTM D 2859 (DOC FF-1-70). Radiant Panel Test: Rating of 0.22 for corridors, circulation spaces, and rooms larger than 4000 sq. ft.; ASTM E 648. Radiant Panel Test: Rating of 0.45 for corridors, circulation spaces, and rooms larger than 400 sq. ft.; ASTM E 648. Tunnel Test: Maximum flame spread of 75, ASTM E 84. Smoke Density Test: Density of 450 or less, NFPA No. 258. Static Electricity: 3.5 KV max. at 70°F and 20% relative humidity AATTCC 134. Samples: Submit 18" x 27" samples of each required type, color, pattern and texture of carpet. Carpet Manufacturer (Mill): Subject to compliance with requirements, provide carpet by one of the following: Armstrong World Industries, Inc. Bigelow-Sanford, Inc. Collins and Aikman. Couristan Inc. Gulistan Carpet / J.P. stevens Co. J. & J. Industries. Karastan Rug Mills. Lees Carpets / Div. Burlington Industries. Millikin and Co. Mohawk Carpet. Stratton Industries. Carpet Materials and Construction: As indicated on the drawings. Style, Color, Pattern, Texture: As indicated on the drawings. Miscellaneous Materials and Carpet Accessories: Provide only the items required for the type installation indicated on the drawings. Carpet Cushion: Rippled-surface sponge rubber with top fabric/sheet, FS ZZ-C-00811; passing pill test, ASTM D 2859; 68 oz. per sq. yd., 0.44" thick, or approved equal. Tackless Stripping: Water-resistant plywood of thickness matching cushion; narrow with 2 rows of pins, except wide with 3 rows where width of carpet exceeds 20'. Nonmetallic Edge Guard: Black vinyl or rubber or size and profile indicated. Installation Adhesive: Water-resistant carpet adhesive of type recommended by carpet-mill. Seaming Cement: Hot-melt type recommended by mill. Miscellaneous Materials: Adhesives, tapes, thread, nails, staples and similar products of type recommended by mill and installer. installation of Carpeting: Clean surfaces to be carpeted; scrape up cementitious and resinous deposits; vacuum; apply sealer on concrete surfaces, adequate to prevent dusting. Pre-plan installation for uniform direction of pattern and lay of pile, and proper sequencing with other work. Locate seams properly, centered under doors and without seams in directions of traffic at doorways and similar traffic patterns. Do not bridge building expansion joints. Extend carpet under removable obstructions and into closets and alcoves. Provide stretch-in-tackless installation, using glued and/or nailed tackless stripping with edges of carpet concealed at wall bases. Tape and/or sew seams, after buttering trimmed edges with seaming cement. Cement cushion to substrate, with taped seams running at 90° angle with carpet Stretch carpet both directions in accordance with mill's instructions; use power stretchers except where space is too small. Provide glued-down installation by trimming and fitting carpet widths into each space prior to application of adhesive. Apply adhesive, butter cut edges with seaming cement, butt edges tightly together, and roll lightly. Install edge guards at exposed edges, including building expansion joints (back-to-back edge guards). Bind edges with cloth tape and thread where not concealable. On stairs and similar substrates, anchor carpet with concealed nailing or other secure method, without seams at high-wear locations. Clean adhesive and cement from fact of carpet promptly; replace carpet which cannot be Save carpet scraps, defined as mill ends less than 9' long and pieces larger than 3 sq. ft. in area and wider than 8", and deliver to Owner's storage space as directed. Dispose of smaller seams. cleaned. pieces. CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINT E DESIG NEMICHAE L J.KR A VITx STATE OF FLORIDAREGISTEREDAR C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx MJK APH12ARCH.dwg APH.12 ICM 02/25/20 FORT PIERCE LIBERTY HEALTH SCIENCES FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA A 1 AA B 2 BB C 3 CC CS-3 SPECIFICATIONS (INCLUDED ON ELECTRICAL DWGS.)Paint interior surfaces of ducts, where visible through registers or grilles, entire coating system of prime and finish coats for 3-coat work. Apply each material at not less than manufacturer's recommended spreading rate, to provide a total dry film to thickness of not less than 4.0 mills for and touch-up painted, unless otherwise specified. and which has not been prime coated by others. Omit first coat (primer) on metal surfaces which have been shop-primed Apply prime coat to material which is required to be painted or finished, Sand lightly between exceeding enamel or varnish coats. Finish exterior doors on tops, bottoms and edges same as exterior faces, Paint back sides of access panels, and removable or hinged covers to match unless otherwise indicated. exposed surfaces. flat, non-specular black. Grab bars at handicapped compartments, 1-1/2" o.d., knurled finish Hardware Adjustments Adjust and lubricate hardware for proper operation after installation. and panels, and not more than 1" clearances between panels and walls. manufacturer's printed instructions. Set units with not more than 1/2" between pilasters Installation: Install partitions rigid, straight, plumb and level in accordance with stainless steel. Single roll toilet paper holder. following accessories to panels and doors, one each compartment unless otherwise Accessories:: All units chromium-plated finish, unless otherwise indicated. Apply the Door Pulls: Manufacturer's standard. Coat Hook and Bumper: Manufacturer's standard unit, rubber-tipped. indicated. TO WORK SHOWN ON THE DWGS APPLY. DIVISION I APPLIES TO ALL PROJECTS. ONLY THOSE SPEC SECTIONS PERTAINING NOTE: final paint coat, until paint film is of uniform finish, color and appearance.Apply additional coats when undercoats, stains or other conditions show through Paint surfaces behind movable equipment and furniture same as similar furniture with prime coat only before equipment is installed. exposed surfaces. Paint surfaces behind permanently fixed equipment or Application:Apply painting and finishing materials in accordance with manufacturer's directions. Use applicators, and techniques best suited for materials and surfaces Material Preparation: Mix, prepare, and store painting and finishing materials in accordance Clean galvanized surfaces free of oil and surface contaminants with mechanical cleaning. Touch-up shop-applied prime coats wherever damaged. grease, dirt, loose mill scale and other foreign substances by solvent or Clean ferrous surfaces which are not galvanized or shop-coated. Remove oil, Seal tops, bottoms, and cutouts of wood doors with heavy coat of varnish or similar sealer immediately upon delivery to job. Seal wood: Required to be job-painted. Prime edges, ends, face undersides and packsides of counters, cases, cabinets, counters, etc. Use spar varnish for back priming where transparent finish is required. where alkalinity or moisture content exceeds manufacturer's recommendations. surfaces to be painted before beginning painting. Do not paint over surfaces Prepare cementitious surfaces: of concrete, concrete block and similar materials to be painted by removing efflorescence, chalk, dust, dirt, grease and oils, and by roughing to remove glaze. Determine alkalinity and moisture content of coverings at completion of work.surface-applied protection. Reinstall removed items and remove protective to which applied. with manufacturer's directions. non-petroleum based solvent. Sanymetal Products Co. door strike and keeper. door open at any angle up to 90.Hinges: Either surface-mounted or cutout inset type, adjustable to hold Latch and Keeper: Recessed latch unit, with combination rubber-faced Types and Finishes: As shown on the drawings. Hardware and Accessories: Furnish for each door, as follows: American Sanitary Partition Corp. All American Metal Corp. Ampco Products Inc. General Partitions Mfg. Corp. Flush-Metal Partition Corp. Accurate Partitions Div., United States Gypsum Co. Metpar Steel Products Corp. Global Steel Products Corp. Knickerbocker Partition Corp. DIVISION 14 CONVEYING SYSTEMS (INCLUDED ON MECHANICAL DWGS.) DIVISION 16 ELECTRICAL DIVISION 15 MECHANICAL (NOT INCLUDED) (NOT INCLUDED) DIVISION 13 SPECIAL CONSTRUCTION DIVISION 12 FURNISHINGS (NOT INCLUDED) SECTION 10160 - TOILET PARTITIONS Submittals: Manufacturer's data and installation instructions. Manufacturer: Provide toilet partitions as manufactured by on of the following: END OF SECTION 09950 DIVISION 10 SPECIALTIES Remove excess adhesive promptly, using clean sponge and warm water; replace Replace wall plates and fixtures removed to permit wall covering installation; verify cut edges of wall covering completely concealed. panels which cannot be completely cleaned. Install wall covering with intimate substrate bond, smooth, clean, and without wrinkles, gaps, and overlaps. seams and double-cut for tight closure, unless otherwise recommended by manufacturer. in accordance with manufacturer's instructions for type of substrate involved. Clean: exposed surfaces of mirror units in compliance with manufacturer's (NOT INCLUDED) DIVISION 11 EQUIPMENT recommendations. END OF SECTION 10830 Installation: Secure mirrors to walls in concealed tamperproof manner with special hangers, toggle bolts, or screws. Set units plumb, level, and square at locations indicated, with square corners mitered to hairline joints and mechanically interlocked. Standard Type: Fabricate frame with channel shapes of not less than 20 gage (.040"), Provide in Type 430 brite polished finish. Stainless Steel Framed Mirrors: and theftproof installation. Smoke developed not more than 25. Remove hardware and accessories, machined surfaces, plates, lighting fixturesand similar items in place and not to be finish-painted or provide Surface Preparation: Perform preparation and cleaning procedures in strict accordance with coating manufacturer's instructions for each substrate condition. anticipated problems using specified coatings with substrates primed by others. Coordination: Provide finish coats which are compatible with prime paints used. Provide barrier coats over incompatible primers where required. Notify Architect in writing of Protection: Protect work of other trades. Correct any painting related damages by cleaning, repairing or replacing, and refinishing, as directed by Architect. Job Conditions: Do not apply paint in snow, rain, fog or mist or when relative humidity exceeds 85%. Do not apply paint to damp or wet surfaces. indicated in accordance with manufacturer's instructions. containers bearing manufacturer's name, trade name, and label analysis. Store where Delivery and Storage: Deliver materials to job site in new, original, and unopened performance rating, name or nomenclature plates or code-required labels. Do not paint any moving parts of operating units, or over any equipment identification, Unless otherwise indicated, painting not required on surfaces of concealed areas, equipment and other such items within concealed spaces. Finished metals such as anodized aluminum, stainless steel, bronze, and similar metals will not be painted. such as metal toilet partitions, acoustic material and the like, are not included. fabricated components are included under their respective trades. Pre-finished items, Work Not Included: Unless otherwise indicated, shop priming of ferrous metal items and are designated. If not designated, colors will be selected by Owner from Paint exposed surfaces, except as otherwise indicated, whether or not colors standard colors available for the coatings required. Description of Work: Painting and finishing of interior and exterior items and surfaces, Resubmit samples if requested until required sheen, color and texture is achieved. unless otherwise indicated. Trim selvages as required to assure color uniformity and pattern match; overlap Apply adhesive in accordance with manufacturer's recommendations; install seams plumb and not less than 6" from corners; horizontal seams not permitted. Place wall covering panel consecutively in order cut from rolls; hang by reversing alternate strips except on match patterns. Test substrates for moisture; verify not more than 4%. Installation: apply release coat to gypsum drywall. Prime and seal substrates in accordance with wall covering manufacturer's instructions; Remove wall plates and surface-mounted fixtures in areas where wall covering to be Release Coat: Oil base sealer or enamel undercoater for drywall. installed. Preparation: Hangers: Provide system of mounting mirror units which will permit rigid, tamperproof Backing: Provide mirror backing and support system which will permit rigid, tamperproof Edge Protection: Fabricate frames for glass mirrors to accommodate wood, felt, plastic, Stainless Steel Framing: AISI Type 302/304, with polished No. 4 finish. or other glass edge protection material. glass installation and prevent accumulation of moisture. Fabrication: silvering, copper coating, and protective organic coating complying with FS DD-M-411. Mirror Glass: 1/4" thick, Type I, Class 1, Quality q2, conforming to FS DD-G-451, with Materials: Bobrick Washroom Equipment, Inc. American Specialties, Inc. Hallmack-NuTone/Div. Scovill Bradley Corp. wrappings from wall coverings and allow to acclimatize to areas of installation for at wall covering. Adhesive/Primer/Sealer: as recommended by manufacturer of wall coveringfor use with particular substrate shown; mildew-resistant and non-staining to Wall coverings: Types as indicated on the drawings. least 24 hours before installation. Accessory Items: Job Conditions: Maintain constant minimum temperature of 60 F (16 C) at areas of installation for at least 72 hours before and 48 hours after installation. Remove comply with requirements specified. Certification: Submit manufacturer's certification that materials supplied for project Replacement Materials: 6 linear yards. Samples: 3 full width samples, 3 sets of sample moldings. Manufacturer: Subject to compliance with requirements, provide mirror units as manufactured by one of the following: Submittals: Manufacturer's product data and installation instructions. SECTION 10830 - MIRROR UNITS END OF SECTION 10800 at locations and heights as indicated, plumb and level, firmly anchored, in accordance General: Provide toilet and bath accessories as indicated on the drawings. Install units Manufacturer: Provide toilet and bath accessories as manufactured by BOBRICK. with manufacturer's instructions. Submittals: Manufacturer's data and installation instructions. SECTION 10800 - TOILET AND BATH ACCESSORIES Submittals: In addition to manufacturer's data, application instructions, and label analysis for each coating material, submit samples for Owner's review of color and texture only. months after occupancy, and restretch carpet to eliminate wrinkles. Repair faulty seams Return to installation at time convenient to Owner and occupants, approximately 6 Vacuum completed carpet installation with beater-in-nozzle type commercial vacuum cleaner. Remove any protruding face yarn with sharp scissors. SECTION 09900 - PAINTING END OF SECTION 09680 and other faults in installation. Restretching: (For Pad Installation Only) Fuel contributed not more than 15. Flame spread not more than 25. SECTION 09950 - WALL COVERINGS Fire Hazard Classification: END OF SECTION 09900 Completed Work: Match approved samples for color, texture and coverage. Remove, refinish or repaint work not in compliance with specified requirements. coating system of prime and finish for coat 2-coat work Provide a total dry film thickness of not less than 2.5 mills for entire wall channels, wall plates and studs as recommended by manufacturer. hardware, and other operating parts. Clean exposed surfaces and touch up minor finish Cleaning and Final Adjustments: Perform final adjustments to leveling devices, door imperfections using materials and methods recommended by partition manufacturer. Replace damaged units which cannot be satisfactorily field repaired, as directed least 24 hours before installation. by Architect. END OF SECTION 10160 Wall-Mounted Screens: Attach with heavy-duty, concealed anchoring devices, including Set hinges on out-swing doors to return to fully closed position. Set hinges on in-swinging doors to hold doors open approximately 30° from the closed position when unlatched. CONSTRUCTION DOCUMENTS CHECKED BY: FILENAME: DRAWN BY: PROJECT NUMBER: ISSUED: DESIGN DEVELOPMENT SCHEMATIC DESIGN SITE PLANNING PROJECT PHASE CD DEVELOPMENT REVISIONS PROJECT SHEET PERMIT REVISIONS DATENo.DESCRIPTION FLORIDA CORPORATE LICENSE No. AAC001495 2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINT E DESIG NEMICHAE L J.KR A VITx STATE OF FLORIDAREGISTEREDAR C HITECTDATENo.DESCRIPTION CONSTRUCTION PHASE REVISIONS DATENo.DESCRIPTION x xAR9202 ID5101 IR O RR xx MJK APH12ARCH.dwg APH.12 ICM 02/25/20 FORT PIERCE LIBERTY HEALTH SCIENCES FORT PIERCE 5053 TURNPIKE FEEDER ROAD FLORIDA A 1 AA B 2 BB C 3 CC CS-4 SPECIFICATIONS