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Home My WebLink About1Signed-ARCH_Baron Academy _REV110489 SOUTHWEST MEETING ST TRADITION, PORT ST. LUCIE, FL 34987 ARCHITECTURE | URBAN DESIGN TEL. (772) 286 9004 PLANNING | INTERIORS CONTRACT DOCUMENTS FOR: www. ADC-ARCHITECTS.NET www. OASTUDIO.NET BARON ACADEMY 8557 COMMERCE CENTRE DRIVE, PORT ST. LUCIE, FL 34986 21-21139 1 INTENT OF CONTRACT DOCUMENT: IT IS THE INTENT OF THESE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS TO DESCRIBE ALL LABOR MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE THE WORK CALLED FOR, INDICATED OR REASONABLY IMPLIED BY THEM. INCLUDING: ELECTRICAL, PLUMBING, AIR CONDITIONING, SITE WORK AND SUBSURFACE PREPARATIONS AND ALL OTHER ITEMS INCIDENTAL THERETO OR OTHERWISE DESCRIBED. APPLICABLE CODES: THE CODES LISTED HEREIN APPLY TO THE WORK TO BE PERFORMED IN ASSOCIATION W/ THESE CONTRACT DOCUMENTS. OMISSION OF A CODE REFERENCE SHALL NOT RELIEVE CONTRACTOR OF COMPLIANCE W/ ALL CODES THAT APPLY TO THE WORK INDICATED OF INFERRED BY THESE DOCUMENTS. 2020 FLORIDA BUILDING CODE 7th EDITION 2020 FLORIDA FIRE PREVENTION CODE 7th EDITION 2020 FLORIDA PLUMBING CODE 2020 FLORIDA MECHANICAL CODE 2020 FLORIDA ACCESSIBILITY CODE 2020 EXISTING BUILDING CODE 2017 NEC. (NFPA. 72) 2017 NFPA. 70 BUILDING AREA TABULATIONS: EXISTING ENCLOSED AREA 7,097 S.F. EXISTING COVERED ENTRY 200 S.F. EXISTING COVERED LOGGIA 903 S.F. OCCUPANCY E (EDUCATIONAL) PROJECT NARRATIVE: THE SCOPE OF WORK CONSISTS OF THE REMODELING OF THE FORMER PGA HISTORICAL CENTER, GALLERY, AND LIBRARY OF APPROXIMATELY 8,200 GSF UNDER ROOF, INTO A PRIVATE NON-PROFIT LEARNING ACADEMY FOR STUDENTS IN GRADES K-8TH THAT SPECIALIZES IN AUTISM AND RELATED DISABILITIES. THE WORK WILL INCLUDE DEMOLITION, INTERIOR IMPROVEMENTS, PLUMBING, ELECTRICAL AND MECHANICAL IMPROVEMENTS. THE WORK WILL ALSO INCLUDE MODIFICATIONS TO THE EXISTING FIRE SPRINKLER SYSTEM. THE CURRENT BUILDING OCCUPANCY CLASSIFICATION IS BUSINESS GROUP B. THE PROPOSED CLASSIFICATION IS CONSIDERED TO BE EDUCATION GROUP E. THE WORK IS CONSIDERED TO BE A CHANGE OF OCCUPANCY AND THE IMPROVEMENTS ARE CONSIDERED TO BE TYPE VB CONSTRUCTION. THE BUILDING HAS A FIRE SPRINKLER PROTECTION SYSTEM. LOCATION: SITE ADDRESS: 8557 COMMERCE CENTRE DRIVE, PORT ST. LUCIE, FL 34986 SITE CONSTRUCTION: FBC TYPE VB -UNPROTECTED, SPRINKLERED ONE STORY REINFORCED CMU LOAD- BEARING EXTERIOR WALLS w/ METAL STUDS AND TRUSSES. NFPA 220:(0,0,0) CLASSIFICATION OF WORK: ALTERATION LEVEL 3 IN ACCORDANCE WITH THE 2020 EXISTING BUILDING CODE (EBC). 2020 7th EDITION EBC & FFPC CODE REVIEW OCCUPANCY GENERAL BUILDING LIMITATIONS CONSTRUCTION TYPE STRUCTURAL ELEMENTS BEARING WALLS NON-BEARING WALLS & PARTITIONS INTERIOR: FLOOR CONSTRUCTION (INCLUDE: SUPPORT BEAMS & JOISTS): ROOF CONSTRUCTION (INCLUDE: SUPPORT BEAMS & JOISTS): FIRE RESISTANT MATERIALS & CONSTRUCTION INTERIOR FINISHES FIRE PROTECTION SYSTEMS MEANS OF EGRESS TABLE 504.3: ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE: TABLE 601: EXISTING BUILDING TYPE: EXISTING TYPE VB - UNPROTECTED, SPRINKLERED (SEC. 305 FBC) MEAN HEIGHT: STORIES: BUILDING AREA: REQ'D ACTUAL 0 CONSTRUCTION SHALL CONFORM TO FBC CHAPTER 7 RENOVATION CONFORMS TO FBC CHAPTER 7 (COMPLY) TABLE 803.11: (UNSPRINKLERED) HALLWAYS, ROOMS & ENCLOSED SPACES: CLASS 'C' PER TABLE 803.11 (TENANT SPACE IS SPRINKLERED) FIRE SPRINKLERS:BUILDING IS SPRINKLEREDREQUIERED 22’-1” VB -UNPROTECTED, SPRINKLERED E (EDUCATIONAL )E (EDUCATIONAL ) E= 250' (S) MAX. TRAVEL DISTANCE TO EXIT ACCESS. MINIMUM 2 EXITS REQUIRED TABLE 1006.3.2: TABLE 1017.2 ACCESS TRAVEL DISTANCE 110'= ACTUAL MAX. TRAVEL DISTANCE TO EXIT 3 EXITS PROVIDED REQUIREMENTS OR ALLOWABLE PROVIDED 60 FT (TYPE VB SPRINKLERED BUILDING) TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE: 2 (S) 1 TABLE 506.2 ALLOWABLE AREA FACTOR IN S.F. : 38,000 (S1) 8,200 GSF 0 0 0 0 0 0 0 O F STATE A DIROLF RE GIS TIHCRATERED ECTAR 6897 Raul Ocampo. JR DWG IDENTIFICATION 10489 SOUTHWEST MEETING ST TRADITION, PORT ST. LUCIE, FL 34987 ARCHITECTURE | URBAN DESIGN TEL. (772) 286 9004 REGISTRATIONS HELD IN THE FOLLOWING STATES: CALIFORNIA, COLORADO, FLORIDA GEORGIA, NORTH CAROLINA MISSISSIPPI, TEXAS DRAWN BY:DATE:CHECKED BY: DESIGN CD BID THIS DRAWING HAS BEEN ISSUED ON THE DATE SHOWN & FOR THE PURPOSE NOTED TR/ST 1 2 3 4 C B A 1 2 3 4 C B A JOB FILE NUMBER:CONTRACT DOCUMENTS FOR:ADDRESS:REVISIONS: A R C H I T E C T U R E U R B A N D E S I G N PLANNING INTERIORS PLANNING | INTERIORS 06/25/2021 - - THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. ARCHITECTS DESIGN COLLABORATIVE, LLC HEREBY PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS. THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS ARE NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL OF ARCHITECT. THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN DIMENSIONS SHALL GOVERN). ANY DISCREPANCY BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND BETWEEN THEM AND FIELD CONDITIONS SHALL BE RESOLVED IN WRITING THRU THIS OFFICE (772) 286 9004. THESE PLANS ARE NOT TO BE SUBMITTED FOR PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. www. ADC-ARCHITECTS.NET Z:\_All_DWGs\_2021_Dwgs\I Dwgs\I-21139 - Baron Academy\2-Working Dwgs\RVT\21139_Baron Academy _REV1.rvt8/30/2021 11:23:39 AMA001 8557 COMMERCE CENTRE DRIVE, PORT ST. LUCIE, FL 34986BARON ACADEMY21-21139 Designer R.O. Approver INDEX OF DRAWINGS, ABBREVIATIONS AND SYMBOLSRENOVATIONPORT ST. LUCIE, FL08/30/2021 STRUCTURAL INDEX OF DRAWINGS SHEET #DESCRIPTION CURRENT REV. A000 COVER SHEET 1 A001 INDEX OF DRAWINGS, ABBREVIATIONS AND SYMBOLS 1 A002 GENERAL NOTES AND DATA A003 GENERAL NOTES AND DATA A100 LIFE SAFETY PLAN A101 DEMOLITION PLAN A102 DEMOLITION RCP A103 RENOVATION FLOOR PLAN A104 ARCHITECTURAL REFLECTED CEILING PLAN A105 INTERIOR ELEVATIONS A106 WALL TYPES AND SECTION A107 DOOR SCHEDULE, FINISH SCHEDULE A108 DETAILS E0.1 ELECTRICAL NOTES, LEGEND & INDEX E2.1 LIGHTING PLAN E2.2 EMERGENCY PHOTOMETRIC PLAN E3.1 POWER PLAN E5.1 ELECTRICAL RISER DIAGRAM M0.1 MECHANICAL NOTES, LEGEND & INDEX M2.1 MECHANICAL FLOOR PLAN M6.1 MECHANICAL SCHEDULES P0.1 PLUMBING NOTES, LEGENDS, ISOMETRICS, AND DETAILS P2.1 SANITARY PLAN P3.1 DOMESTIC WATER PLAN TOTAL NUMBER OF SHEETS IN SET: 24 STANDARD SYMBOLS NOTESABC... 1 WINDOW LETTERAF DOOR TAG STOREFRONT NUMBER/LETTER1F 1 INTERIOR ELEVATION1 DETAIL NUMBER WALL (SHADE PORTIONS -SIDE CONSIDERED) 1 DETAIL A100 DETAIL NUMBER SHEET/REFERENCE DWG NUMBER 1 BUILDIING SECTION 101 SECTION LETTER SHEET NUMBER REVISION MARK1 REVISION NUMBER WALL TYPE 101 ROOM SPACE NUMBER CHANGE IN SURFACE ELEVATION FLUSH OR CONTINOUS SURFACE ELEVATION 7" SLOPE DIRECTION OF SLOPE BREAK LINE ELEV+0'-0" A.F.F. FIN. 1ST FLOOR. AREA TO BE DEMOLISHED REFLECTED CEILING PLAN ELEVATION NOTE 0' -0" FIRST FLOOR ELEV. ELEV. +/-0'-0" F.F. FLOOR PLAN ELEVATION NOTE ELEVATION LEVEL LEVEL LINE/CONTROL POINT 10.5' 10.5' NEW OR EQUIPPED POINT ELEVATION (PLAN) EXISTING POINT ELEVATION (PLAN) TEST BORING C CCTV SD SD T1 C6 USB USBC P I D K S 3S SD SR TV J J GFI WP C UC SECURITY CLOSED TV -CAMERA (MONITORED) SECURITY CAMERA CEILING MTD (MOTION ACTIVATED) PERSONNEL) FAN ELECTRICAL PANEL LOAD CENTER CIRCUIT BREAKER PANEL CONDUIT RUN TICK W/ BENT INDICATES BONDING CONDUIT (INSTALLED BY AUTHORIZED LED FIXTURE PERSONNEL) (INSTALLED BY AUTHORIZED LED FIXTURE SMOKE DETECTOR -CLG MOUNTED SMOKE DETECTOR -WALL MOUNTED 110V HARD WIRED W/ BATTERY BACKUP PER NFPA 72 & 2010 FBC EXHAUST FAN/LIGHT EXHAUST FAN W/O LIGHT AIR CONDITIONING THERMOSTAT W/ AHU NUMBER MOUNTED @ 8'-0" HEIGHT A.F.F. DATA: CAT-6 CONNECTION @18"A.F.F. DATA: USB PORT @18"A.F.F. DATA: USB PORT @4"ABOVE COUNTER SWITCH -PUSHBUTTON BUZZER FOR ELECT. DOOR LOCK SWITCHES: 1 POLE, 3-WAY, DIMMER, FAN RHEOSTAT PANIC BUTTON W/ALARM MTD@42"A.F.F. DURESS BUTTON CONNECTED TO SEC. INTERCOM KEYPAD SECURITY KEYPAD DISCONNECT SWITCH MTD@36"A.F.F. PREWIRED CATV JACK TELEPHONE JACK JUNCTION BOX JUNCTION BOX (CEILING) QUADRAPLEX RECEPTACLE SPECIAL PURPOSE OUTLET @4'-0"A.F.F. 220V GFI=GROUND FAULT CIRCUIT INTERRUPTER WP=WHEATHERPROOF TOP-HALF TO SUITCH DUPLEX RECEPTACLE@12"A.F.F. 20AMP, 120V C = 8" ABOVE COUNTER UC = UNDER COUNTER POWER LEGEND MECH. LEGEND SYMBOLS RIGID DUCT THERMOSTAT MOUNT @ 48" A.F.F. MANUAL DAMPER AIR COOLED CONDENSING UNIT AIR HANDLING UNIT T FAN EXHAUST FIXTURE 75 CFM EXHAUST AC LINEAR DIFFUSSERAC LINEAR DIFFUSSER AC DIFFUSSER EXHAUST FIXTURE RETURN AIR GRILLE FAN RETURN AIR REGISTER ELECTRICAL PANEL LOAD CENTER CIRCUIT BREAKER PANEL FLEX DUCTS EXHAUST FAN / LIGHT RCP LEGEND SYMBOLS VP FAN EXHAUST FIXTURE 75 CFM EXHAUST EXISTING FIRE SPRINKLER HEADSP AC LINEAR DIFFUSSER AC DIFFUSSER EXHAUST FIXTURE EXIT EXIT LIGHT W/ BATTERY BACKUP RETURN AIR GRILLE 2 x 32W SURFACE -MOUNT LED FIXTURE -2 TUBE (T-8) 2 x 4 RECESSED TROFFER LED FIXTURE 4" ROUND. APERTUREVAPOR PROOF (DAMP LOCATION) 1 x 2 WRAPAROUND LED FIXTURE EMERGENCY LIGHT W/ BATTERY BACKUP EXIT & EMERGENCY LIGHT COMBINATION FIXTURE EXIT EMERGENCY LIGHT STROBE & SIREN EXTERIOR FLOODLIGHTS LED FIXTURE W/ EXTERIOR FLOODLIGHTS DECKS OR SOFFITS LED FIXTURE LED LIGHT FIXTURES CEILING MOUNTED WALL MOUNTED C C SECURITY CLOSED TV -CAMERA (MONITORED) LED FIXTURE SECURITY CAMERA CEILING MTD (MOTION ACTIVATED)LED FIXTURE CTV FAN AIR DUCTS ELECTRICAL PANEL LOAD CENTER CIRCUIT BREAKER PANEL MOTION SENSOR HI HAT LED LIGHT RECESSED RA RA RA RA TLT TOILET T&G TONGUE AND GROOVE T&B TOP AND BOTTOM TO TOP OF TOB TOP OF BEAM TOC TOP OF CONCRETE TOS TOP OF STEEL TB TOWEL BAR T TREAD TS TUBE STEEL TYP TYPICAL UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED URNL URINAL VR VAPOR RETARDER VAR VARIES VAC VENTILATION AND AIR CONDITIONING VIF VERIFY IN FIELD VERT VERTICAL VEST VESTIBULE VCT VINYL COMPOSITION TILE VT VINYL TILE VWC VINYL WALL COVERING VP VISION PANEL WSCT WAINSCOT WC WATER CLOSET WV WATER VALVE WPM WATERPROOF MEMBRANE WP WATERPROOF/WATERPROOFI NG WS WEATHER-STRIPPING WT WEIGHT WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH W WIDE/WEST WIN WINDOW WM WIRE MESH W/WITH W/O WITHOUT WD WOOD RM ROOM RO ROUGH OPENING RBR RUBBER SCHED SCHEDULE SECT SECTION SAF SELF ADHERED FLASHING SSK SERVICE SINK SHT SHEET SM SHEET METAL SHR SHOWER SIM SIMILAR SC SOLID CORE STC SOUND TRANSMISSION COEFFICIENT S SOUTH SPKR SPEAKER SPEC SPECIFICATION SPEC SPECIFIED OR SPECIFICATION SH SPRINKLER HEAD SPK SPRINKLER OR SPEAKER SQ SQUARE SF SQUARE FEET/FOOT SS STAINLESS STEEL SP STANDPIPE STA STATION STL STEEL STOR STORAGE SD STORM DRAIN STRG STRINGER STRUC T STRUCTURAL STRUC T STRUCTURE OR STRUCTURAL SUBCA T SUBCATEGORY SA SUPPLY AIR SM SURFACE MOUNTED SUSP SUSPENDED SYM SYMMETRICAL SYS SYSTEM TKBD TACK BOARD TELE TELEPHONE TEL TELEPHONE/TELECOM TV TELEVISION TEMP TEMPERATURE TMPD TEMPERED TEMP TEMPORARY THK THICKNESS THRU THROUGH PTD PAINTED PR PAIR PNL PANEL PBD PARTICLE BOARD PTN PARTITION PAV PAVING PERF PERFORATED PERIM PERIMETER PERP PERPENDICULAR PLAS PLASTER PLAM PLASTIC LAMINATE PI.PLATE PLBG PLUMBING PLYWD PLYWOOD PT POINT POL POLISHED PVC POLYVINYL CHLORIDE PLF POUNDS PER LINEAR FOOT PSF POUNDS PER SQUARE FOOT PDF POWER DRIVEN FASTENER PC PRECAST PREFA B PREFABRICATED PT PRESSURE TREATED PROJ PROJECT QTY QUANTITY QT QUARRY TILE RAD RADIUS R RADIUS/RISER RWL RAIN WATER LEADER RTD RATED RTG RATING RECPT RECEPTACLE REC RECESSED REF REFERENCE RCP REFLECTED CEILING PLAN REFR REFRIGERATOR REG REGISTER REINF REINFORCED REINF REINFORCED REINFORCING REL RELOCATE REM REMOVABLE REQ REQUIRE/REQUIRED REQD REQUIRED RESIL RESILIENT RB RESILIENT BASE RA RETURN AIR REV REVISION/REVISED RD ROOF DRAIN JAN JANITOR JC JANITOR'S CLOSET JT JOINT JST JOIST KIT KITCHEN KO KNOCK OUT LAM LAMINATE LAV LAVATORY LT LIGHT LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LB POUNDS MH MANHOLE MFR MANUFACTURER MAS MASONRY MO MASONRY OPENING MAX MAXIMUM MECH MECHANICAL MED MEDIUM MEMBR MEMBRANE MTL METAL MIN MINIMUM MISC MISCELLANEOUS MR MOISTURE RESISTANT MTD MOUNTED MTG MOUNTING MULL MULLION NC NOISE CRITERIA NOM NOMINAL N NORTH NA NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE NO NUMBER OFF OFFICE OC ON CENTER OPNG OPENING OPP OPPOSITE OA OUTSIDE AIR OD OUTSIDE DIAMETER OD OVERFLOW DRAIN ORD OVERFLOW ROOF DRAIN OH OVERHEAD OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OFOI OWNER FURNISHED, OWNER INSTALLED P PAINT PNT PAINT OR PAINTED FF&E FURNITURE, FIXTURES AND EQUIPMENT FURR FURRING GALV GALVANIZED GSM GALVANIZED SHEET METAL GV GAS VALVE GA GAUGE GEN GENERAL GC GENERAL CONTRACT(OR) GL GLASS GFRC GLASS FIBER REINFORCED CONCRETE GRFG GLASS FIBER REINFORCED GYPSUM GLAZ GLAZING GB GRAB BAR GRAN GRANULAR GRD GROUND GYP GYPSUM GWB GYPSUM WALL BOARD HC HANDICAPPED HNDRL HANDRAIL HDWR HARDWARE HDWD HARDWOOD HTG HEATING HVAC HEATING VENTILATION & AIR CONDITIONING HGT HEIGHT H HIGH/HEIGHT HO HOLD OPEN HM HOLLOW METAL HORIZ HORIZONTAL HB HOSE BIB HB HOSE BIBB HRC HOSE REEL CABINET HW HOT WATER HR HOUR INCAN D INCANDESCENT IN INCH/INCHES INCL INCLUDED/INCLUDING INFO INFORMATION ID INSIDE DIAMETER INSUL INSULATED OR INSULATION INSUL INSULATION INT INTERIOR INTER M INTERMEDIATE INV INVERT EP ELECTRICAL PANEL EL ELEVATION ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSURE ENG ENGINEER EQ EQUAL EQUIP EQUIPMENT EPDM ETHYLENE PROPYLENE DIENE M-CLASS EXH EXHAUST EXIST/ EX EXISTING EXP EXPANSION EB EXPANSION BOLT EJ EXPANSION JOINT EXT EXTERIOR FWC FABRIC WALL COVERING FWP FABRIC WRAPPED PANEL FB FACE BRICK FO FACE OF FT FEET/FOOT FRC FIBER REINFORCED CONCRETE FIN FINISH FFEL FINISH FLOOR ELEVATION FA FIRE ALARM FDC FIRE DEPARTMENT CONNECTION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FP FIRE PROTECTION FR FIRE RESISTANT FRT FIRE RETARDANT TREATED FPG FIREPROOFING FIXT FIXTURE FLASH FLASHING FH FLAT HEAD FLR FLOOR FD FLOOR DRAIN FD FLOOR DRAIN OR FIRE DEPARTMENT FLUOR FLUORESCENT FFB FLUSH FLOOR BOX FTG FOOTING FND FOUNDATION FURN FURNITURE CER CERAMIC CT CERAMIC TILE C CHANNEL CH CHILLER CO CLEANOUT CLR CLEAR CCTV CLOSED CIRCUIT TELEVISION CW COLD WATER COL COLUMN CONC CONCRETE CMU CONCRETE MASONRY UNIT COND CONDITION CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CJ CONTROL JOINT COORD COORDINATE CG CORNER GUARD CORR CORRIDOR CNTR COUNTER CTSK COUNTERSUNK DMPF DAMP PROOFING D DEEP, DEPTH DEG DEGREE DEMO DEMOLISH OR DEMOLITION DEMO DEMOLITION DEPT DEPARTMENT DTL DETAIL DIA DIAMETER DIFF DIFFUSER DIM DIMENSION DIMS DIMENSIONS DW DISHWASHER DISP DISPENSER DIV DIVISION DR DOOR DO DOOR OPENING DBL DOUBLE DN DOWN DS DOWNSPOUT DRN DRAIN DWR DRAWER DWG DRAWING DF DRINKING FOUNTAIN EA EACH E EAST ELEC ELECTRICAL AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ACC ACCESSIBLE ACT ACOUSTIC CEILING TILE ACOUS T ACOUSTICAL APC ACOUSTICAL PANEL CEILING ADJ ADJACENT AGGR AGGREGATE AC AIR CONDITIONING ALT ALTERNATE ALUM ALUMINUM AB ANCHOR BOLT &AND ANOD ANODIZED APPRO X APPROXIMATE ARCH ARCHITECTURAL AD AREA DRAIN ASPH ASPHALT @ AT ATTN ATTENTION AV AUDIOVISUAL AUTO AUTOMATIC BSMNT BASEMENT BM BEAM BRG BEARING BIT BITUMINOUS BLK BLOCK BLKG BLOCKING BD BOARD BOT BOTTOM BO BOTTOM OF BRKT BRACKET BRK BRICK BLDG BUILDING CAB CABINET CPT CARPET CI CAST IRON CIP CAST-lN-PLACE CB CATCH BASIN CAT CATEGORY CLG CEILING CEM CEMENT CB CEMENT BOARD CBU CEMENTITIOUS BACKER UNIT CTR CENTER CC CENTER TO CENTER CL CENTERLINE SCALE: NTS LOCATION MAP NOA'S - PRODUCT APPROVAL SCHEDULE PRODUCT MODEL MANUFATURER EVALUATION AGENCY EXPIRATION DATE STEEL DOOR SERIES LS2075 VISION HOLLOW METAL LTD.NOA No. 20-1005.10 07-14-2025 101 1 1 1 2 x 4 RECESSED TROFFER EMERGENCY No.Description Date 1 BUILDING DEPARTMENT COMMENTS 2021-08 -30 1 1 THESE GENERAL NOTES GIVE DIRECTIVES AND PROVIDE STANDARDS THAT FURTHER COMPLIMENT THE DRAWINGS AND TOGETHER WITH THE DRAWINGS CONSTITUTE THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES, AMBIGUITIES AND/OR CONTRADICTIONS BETWEEN THEM AND THESE DOCUMENTS AND BETWEEN THESE DOCUMENTS AND EXISTING CONDITIONS PRIOR TO BID SUBMITTAL; UPON CONTRACT MOST STRINGENT STANDARD WILL APPLY. 1. CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL CONDITIONS OF THE WORK PRIOR TO SUBMITTING A BID 2. CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. PROOF OF INSURANCE SHALL BE SUBMITTED TO THE OWNER PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AT THE TIME THE WORK IS PERFORMED ON THE SITE. NO ADDITIONAL PAYMENTS SHALL BE MADE FOR THE CONTRACTOR'S FAILURE TO CORRECT CONFLICTING FIELD CONDITIONS. 4. CONTRACTOR SHALL GUARANTEE ALL WORK UNDER THIS CONTRACT TO BE FREE FROM DEFECTS IN MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OR CERTIFICATE OF OCCUPANCY. CONTRACTOR SHALL CONTACT OWNER 30 DAYS PRIOR TO EXPIRATION OF ONE YEAR WARRANTY PERIOD FOR INSPECTION OF PREMISES EQUIPMENT AND INSTALLATIONS AND REPAIR OR REPLACE ANY ITEMS FOUND TO BE DEFICIENT AS DEFINED BY THE OWNER AND WARRANTY DOCUMENTS; FAILURE TO GIVE SUCH NOTICE SHALL EXTEND WARRANTY PERIOD. 5. FAILURE TO SHOW DETAILS OR REPEAT ON ANY DRAWING THE FIGURES, NOTES OR DETAILS GIVEN ON ANOTHER DRAWING SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO PERFORM THE WORK (AT NO ADDITIONAL COST) AS IF SHOWN ON EACH AND EVERY DRAWING. ALL WORK SHALL BE IN A FIRST-CLASS WORKMANSHIP MANNER, NEAT AND COMPLETE IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS AND THE GOVERNING BUILDING CODE, THE STATE ENERGY EFFICIENCY CODE AND ALL AUTHORITIES HAVING JURISDICTION. 6. CONTRACTOR SHALL ENDEAVOR TO PROTECT THE OWNER'S AND ADJACENT OWNERS PROPERTY FROM DAMAGE DUE TO THE CONSTRUCTION PROCESS AT ALL TIMES AND REPAIR AT NO COST TO THE OWNER ANY DAMAGE THAT DOES OCCUR. CONTRACTOR SHALL ARRANGE FOR INSPECTIONS AND TESTS SPECIFIED OR REQUIRED BY THE CITY/COUNTY BUILDING DEPARTMENT AND SHALL PAY ALL FEES AND COSTS FOR THE SAME. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE AND PAY FOR ALL PERMITS AND UPON COMPLETION OF WORK (PRIOR TO FINAL PAYMENT) DELIVER TO THE OWNER A CERTIFICATE OF OCCUPANCY FROM THE CITY/COUNTY BUILDING AND ZONING DEPARTMENT. SHOULD A LABOR AND MATERIAL PAYMENT BOND OR A PERFORMANCE BOND BE REQUIRED BY THE OWNER, THE COST OF SAID BOND SHALL BE PAID FOR BY THE OWNER. CONTRACTOR SHALL BE REQUIRED TO CARRY COMPREHENSIVE LIABILITY INSURANCE IN THE AMOUNT OF THE CONTRACT AND WORKMAN'S COMPENSATION INSURANCE AT HIS OWN EXPENSE. 7. THE GENERAL CONDITIONS OF THE CONTRACT FORM ARE HEREBY MADE PART OF THIS CONTRACT AS IF WRITTEN ON THE FACE HEREOF (SEE SUPPLEMENTARY CONDITIONS IF ANY) HEREIN FOR ADDITIONS; DELETIONS; AND OTHER MODIFICATIONS THERETO. 8. AT THE END OF THE WORK THE CONTRACTOR SHALL FURNISH THE OWNER WITH ALL WRITTEN EQUIPMENT / FIXTURES GUARANTEES AND/OR WARRANTEES FURNISHED BY THE MANUFACTURER FOR ALL EQUIPMENT / FIXTURES INSTALLED WHETHER OR NOT SUCH GUARANTEE IS REQUESTED IN THE PLANS AND SPECIFICATIONS. COPIES OF PURCHASE ORDERS AND INVOICES SHALL BE FURNISHED FOR GUARANTEE AND WARRANTY PURPOSES UPON THE REQUEST OF THE OWNER. IN ADDITION, THE CONTRACTOR SHALL FURNISH TO THE OWNER ALL OPERATION, MAINTENANCE AND REPAIR MANUALS SUPPLIED BY THE MANUFACTURER AND SHALL CLEARLY MARK ON ALL ELECTRICAL PANELS THE CIRCUITS THEREOF DESIGNATING AREAS AND EQUIPMENT SERVED. 9. WHEN A DETAIL DIMENSION OR REFERENCE IS INDICATED AS 'TYPICAL" IT APPLIES TO ALL SIMILAR CONDITIONS WHETHER INDICATED OR NOT, UNTIL IT IS CHANGED BY ANOTHER DETAIL, DIMENSION OR REFERENCE. 10. ALL WORK SHALL EQUAL OR EXCEED ALL APPLICABLE BUILDING CODE REQUIREMENTS UNLESS OTHERWISE NOTED HEREIN. 11. COMPARISON OF ALL DOCUMENTS CIVIL, LANDSCAPE, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS SHALL BE PERFORMED BY THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS PRIOR TO SUBMITTAL OF BID AND AT THE BEGINNING OF CONSTRUCTION. ALL DIMENSIONS SHALL BE CHECKED AND VERIFIED BEFORE STARTING THE WORK. 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND AGAINST EQUIPMENT SPACE SPECIFICATIONS DRAWINGS ARE NOT TO BE SCALED. 13. ANY DISCREPANCIES, ERRORS, OR OMISSIONS IN THE PLANS OR SPECIFICATIONS DISCOVERED BY THE GENERAL CONTRACTOR OR ANY SUB-CONTRACTORS SHALL BE REFERRED TO THE ARCHITECT FOR FURTHER CLARIFICATION BEFORE STARTING THE WORK IN QUESTION. IF THE GENERAL CONTRACTOR AND/OR SUB-CONTRACTORS FAIL TO GIVE WRITTEN NOTICE OF SUCH DISCREPANCIES, ERRORS, OR OMISSIONS AND TO OBTAIN CLARIFICATION FROM THE ARCHITECT, THE GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE TOTAL COST (AT THE GENERAL CONTRACTOR'S EXPENSE) OF RECTIFYING THE DISCREPANCIES, ERRORS, OR OMISSIONS AND OTHER WORK DIRECTLY OR INDIRECTLY AFFECTED BY THE RECTIFICATION. 14. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS, THEN, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AND QUALITY AS THOSE OF SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR IN OTHER INSTANCES OF THE FEATURES & DETAILS. IN ALL INSTANCES, THE ARCHITECT SHALL BE CONSULTED FOR VERIFICATION OF ACCEPTABLE QUALITY AND CHARACTER PRIOR TO COMMENCEMENT OF WORK IN THE AFFECTED AREA. 15. THE ARCHITECT AND/OR ENGINEER SHALL NOT HAVE CHARGE, CONTROL, OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES, PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS USED BY THE CONTRACTOR DURING THE CONSTRUCTION PROCESS. 16. PERMIT FEES, IMPACT FEES, WATER CONNECTION FEES, AND DEPOSITS FOR PERMANENT UTILITY SERVICES SHALL BE PAID FOR BY THE OWNER. THE CONTRACTOR SHALL NOTIFY THE OWNER WHEN THESE FEES APPLY, PRIOR TO THE START OF CONSTRUCTION OF THIS PROJECT. 17. CONTRACTOR'S 'REQUEST FOR PAYMENT' SHALL INCLUDE RELEASES OF LIEN FOR ALL MATERIAL SUPPLIERS AND SUB-CONTRACTORS' WORK RELATING TO PRIOR REQUEST FOR PAYMENT. 18. ALL 'CHANGE ORDERS' SHALL BE SIGNED BY & APPROVED BY THE ARCHITECT AND/OR ENGINEER AND OWNER PRIOR TO ORDERING OF MATERIALS OR EXECUTION OF THE WORK. 19. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PREFABRICATED ITEMS OF THE WORK AS CALLED OUT FOR IN THESE DOCUMENTS OR REQUIRED BY BUILDING DEPARTMENT. THE CONTRACTOR SHALL OBTAIN THE ARCHITECT'S WRITTEN APPROVAL OF SHOP DRAWINGS PRIOR TO FABRICATION. SAMPLES AND COLOR AND FINISH CHARTS SHALL BE SUBMITTED UPON REQUEST FOR SELECTION BY THE ARCHITECT. 20. ALL REQUIRED TESTS SHALL BE PERFORMED BY AN APPROVED TESTING LABORATORY AT THE CONTRACTOR'S EXPENSE. TEST RESULTS SHALL BE SUBMITTED TO THE ARCHITECT, INCLUSIVE OF SOIL & SUBSURFACE INVESTIGATION (BORINGS) & FOUNDATION RECOMMENDATIONS BY FL. REG. ENGINEER. COST OF REPEAT TEST DUE TO FAILED STATUS SHALL BE BORNE BY THE CONTRACTOR. 21. CONTRACTOR SHALL CLEAN ALL AREAS OF THE WORK DAILY. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE JOB SITE AT THE CONTRACTOR'S EXPENSE ON A WEEKLY BASIS. 22. CLOSE OUT DOCUMENTS: CONTRACTOR SHALL PROVIDE OWNER W/A 3 RING BINDER CLEARLY MARKED "EQUIPMENT WARRANTY & REPAIR MANUAL" AT THE END OF CONSTRUCTION. GENERAL NOTES: SECTION 00700 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION “THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION”, A.I.A. DOCUMENT A201, (LATEST EDITION) AS PUBLISHED BY THE AMERICAN INSTITUTE OF ARCHITECTS, IS HEREBY MADE A PART OF THESE SPECIFICATIONS TO THE SAME EXTENT AS IF BOUND IN THEIR ENTIRETY HEREIN. END OF SECTION 00700 SECTION 01010 1.01 PROJECT IDENTIFICATION AND DESCRIPTION OF WORK A. PROJECT IDENTIFICATION: (BARON ACADEMY, 8556 COMMERCE CENTER DRIVE, PORT ST. LUCIE, FL 34968) B. WORK COVERED BY CONTRACT DOCUMENTS: COMPLETE CONSTRUCTION OF THE PROJECT DEPICTED IN THE CONTRACT DOCUMENTS IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT DOCUMENTS, EXCLUDING ONLY SUCH ITEMS AS SPECIFICALLY INDICATED TO BE EXCLUDED FROM THE CONTRACT AND DESCRIBED AS “BY OTHERS”, “N.I.C.”, OR “BY OWNER”. 1.02 LAYOUT THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATELY LAYING OUT THE WORK. CONTRACTOR SHALL VERIFY DIMENSIONS SHOWN ON THE DRAWINGS BEFORE LAYING OUT THE WORK AND REPORT ERRORS OR INACCURACIES TO THE ARCHITECT BEFORE COMMENCING WORK. 1.03 STANDARDS A. REFERENCES TO CODES, SPECIFICATIONS AND STANDARDS IN THE CONTRACT DOCUMENTS SHALL MEAN THE LATEST EDITION, AMENDMENT, OR REVISION IN EFFECT AS OF THE DATE OF THESE CONTRACT DOCUMENTS. B. AS USED IN THE CONTRACT DOCUMENTS, "PROVIDE" MEANS "FURNISH AND INSTALL COMPLETE IN PLACE." C. CONTRACTOR'S DUTIES 1. EXCEPT AS SPECIFICALLY NOTED, PROVIDE AND PAY FOR: A. LABOR, MATERIALS, AND EQUIPMENT. B. TOOLS, CONSTRUCTION EQUIPMENT, AND MACHINERY. C. WATER, HEAT, AND UTILITIES REQUIRED FOR CONSTRUCTION. D. OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK. 2. PAY LEGALLY REQUIRED SALES, CONSUMER, AND USE TAXES. 3. SECURE AND PAY FOR, AS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK. A.PERMITS B.GOVERNMENT FEES C.LICENSES 4. COMPLY WITH CODES, ORDINANCES, RULES AND REGULATIONS RELEVANT TO THE WORK. 5. PROMPTLY SUBMIT WRITTEN NOTICE TO ARCHITECT OF OBSERVED VARIANCE OF CONTRACT DOCUMENTS FROM LEGAL REQUIREMENTS. A. APPROPRIATE MODIFICATIONS TO CONTRACT DOCUMENTS WILL REFLECT NECESSARY CHANGES. B. ASSUME RESPONSIBILITY FOR WORK KNOWN TO BE CONTRARY TO SUCH REQUIREMENTS, WITHOUT NOTICE. 6. ENFORCE STRICT DISCIPLINE AND ORDER AMONG SUB-CONTRACTORS AND EMPLOYEES. DO NOT EMPLOY ANY: A. UNFIT PERSONS. B. PERSONS NOT SKILLED IN ASSIGNED TASK. 1.04 CONTRACTS AND CONDITIONS OF CONTRACT A. CONTRACT: UNLESS OTHERWISE DIRECTED CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL BE AIA DOCUMENT A101, "FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR WHERE THE BASIS OF PAYMENT IS A STIPULATED SUM" B. CONDITIONS OF THE CONTRACT: UNLESS OTHERWISE INDICATED, THE GENERAL CONDITIONS OF THE CONTRACT SHALL BE AIA DOCUMENT A201, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", HEREINAFTER REFERRED TO AS THE "DOCUMENT 00700, GENERAL CONDITIONS", INCLUDING ANY AND ALL MODIFICATIONS, REVISIONS, AMENDMENTS THERETO, INCLUDING AND SUPPLEMENTARY CONDITIONS (DOCUMENT 00800 (IF PROVIDED) MODIFICATIONS TO GENERAL CONDITIONS", MADE PART OF THIS PACKAGE. C. CONTRACTOR'S DUTIES: 1. DESIGNATE REQUIRED DELIVERY DATE FOR EACH PRODUCT AS REQUIRED FOR COMPLETION OF THE WORK. 2. INSPECT DELIVERED PRODUCTS, REPORT DAMAGED OR DEFECTIVE ITEMS. 3. PROTECT FROM EXPOSURE TO ELEMENTS, FROM DAMAGE. 4. REPAIR OR REPLACE ITEMS DAMAGED AS RESULT OF CONTRACTOR'S OPERATIONS. 1.05 CONTRACTOR USE OF PREMISES A. CONFINE OPERATIONS AT SITE TO AREAS AFFECTED BY CONTRACT DOCU MENTS. B. DO NOT UNREASONABLY ENCUMBER SITE WITH MATERIALS OR EQUIPMENT. C. DO NOT LOAD STRUCTURE WITH WEIGHT THAT WILL ENDANGER STRUCTUR E. D. ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF PRODUCTS STORED ON PREMISES. END OF SECTION 01010 SECTION 01040 COORDINATION 1.01 WORK INCLUDED A. COORDINATE SCHEDULING, SUBMITTALS AND WORK OF THE VARIOUS T RADES TO ASSURE EFFICIENT AND ORDERLY SEQUENCE OF WORK, WITH PROVISIONS FOR ANY ITEMS TO BE INSTALLED LATER. 1.02 SUBMITTALS A. SCHEDULE AND COORDINATE SUBMITTALS. B. COORDINATE REQUESTS FOR SUBSTITUTIONS TO ASSURE COMPATIBILITY AND EFFECT ON WORK OF OTHER SECTIONS. 1.03 COORDINATION OF SPACE A. COORDINATE USE OF PROJECT SPACE AND SEQUENCE OF INSTALLATION OF WORK WHICH IS INDICATED DIAGRAMMATICALLY ON DRAWINGS. FOLLOW ROUTINGS SHOWN FOR PIPES, DUCTS AND CONDUITS AS CLOSELY AS PRACTICABLE, WITH ALLOWANCE FOR AVAILABLE SPACE; MAKE RUNS PARALLEL WITH LINES OF BUILDING UTILIZE SPACE EFFICIENTLY TO MAXIMIZE ACCESSIBILITY OF OTHER TRADES AND MAINTENANCE AND FOR REPAIRS. B. IN FINISHED AREAS EXCEPT AS OTHERWISE SHOWN CONCEAL PIPES, DUCTS AND WIRING IN THE CONSTRUCTION. COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WITH FINISHED ELEMENTS. 1.04 COORDINATION OF CONTRACT CLOSEOUT A. COORDINATE COMPLETION AND CLEANUP OF WORK IN PREPARATION FOR SUBSTANTIAL COMPLETION. B. AFTER OWNER'S OCCUPANCY OF PREMISES, COORDINATE ACCESS TO SITE FOR CORRECTION OF DEFECTIVE WORK AND WORK NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS, TO MINIMIZE DISRUPTION OF OWNER'S ACTIVITIES. C. ASSEMBLE AND COORDINATE CLOSEOUT SUBMITTALS END OF SECTION 01040 SECTION 01045 CUTTING AND PATCHING 1.01 SCOPE OF WORK A. EXECUTE CUTTING, FITTING AND PATCHING INCLUDING EXCAVATION AND FILL, TO COMPLETE WORK 1. FIT THE SEVERAL PARTS TOGETHER, TO INTEGRATE WITH OTHER WORK. 2. UNCOVER WORK TO INSTALL ILL-TIMED WORK. 3. REMOVE AND REPLACE DEFECTIVE AND NON-CONFORMING WORK. 4. REMOVE SAMPLES OF INSTALLED WORK FOR TESTING. 5. PROVIDE OPENINGS IN ELEMENTS OF WORK FOR PENETRATIONS OF MECHANICAL AND ELECTRICAL WORK. 3.01 INSPECTION A. INSPECT EXISTING CONDITIONS, INCLUDING ELEMENTS SUBJECT TO DAMAGE DURING CUTTING AND PATCHING. 3.02 PREPARATION A. PROVIDE SUPPORTS AND OTHER DEVICES TO PROTECT OTHER PORTIONS OF THE PROJECT FROM DAMAGE. B. PROVIDE PROTECTION FROM ELEMENTS FOR AREAS WHICH MAY BE EXPOSED BY UNCOVERING WORK. 3.03 PERFORMANCE A. EXECUTE WORK BY METHODS TO AVOID DAMAGE TO OTHER WORK. B .EMPLOY ORIGINAL INSTALLER TO PERFORM CUTTING AND PATCHING FOR WEATHER-EXPOSED, MOISTURE-RESISTANT ELEMENTS AND EXPOSED SURFACES. C. RESTORE WORK WITH NEW PRODUCTS IN ACCORDANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS. D. AT PENETRATIONS OF FIRE-RATED WALL, CEILING, OR FLOOR CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE-RATED MATERIAL, FULL THICKNESS OF THE ORIGINAL ELEMENT. E. REFINISH SURFACES TO MATCH ADJACENT FINISHES TO THE SATISFACTION OF THE ARCHITECT. END OF SECTION 01045 SECTION 01153 CHANGE ORDER PROCEDURES 1.01 GENERAL A. WORK INCLUDED: MAKE SUCH CHANGES IN THE WORK, IN THE CONTR ACT SUM, IN THE CONTRACT TIME OF COMPLETION, OR ANY COMBINATION THEREOF, AS ARE DESCRIBED IN WRITTEN CHANGE ORDERS SIGNED BY THE OWNER AND THE ARCHITECT AND ISSUED AFTER EXECUTION OF THE CONTRACT, IN ACCORDANCE WITH THE PROVISION OF THIS SECTION. 1.02 CHANGES TO THE WORK A. CHANGES IN THE WORK, REGARDLESS OF THE AMOUNTS MUST BE DOCU MENTED BY CHANGE ORDER OR CONSTRUCTION CHANGE DIRECTIVE (CCD) B. CHANGES TO WORK MAY OR MAY NOT INVOLVE CHANGES IN CONTACT SCOPE AND/ OR SCHEDULE. C. CHANGES THAT EFFECT THE WORK SCOPE, COST AND/ OR PROJECT SCHEDULE SHALL BE DIRECTED TO THE CONTRACTOR IN THE FORM OF A CONSTRUCTION CHANGE DIRECTIVE (CCD) 1.03 CONSTRUCTION CHANGE DIRECTIVE (CCD) A. CONSTRUCTION CHANGE DIRECTIVE WILL BE PREPARED BY THE ARCHITECT. B. A CONSTRUCTION CHANGE DIRECTIVE AND CHANGE ORDER DIRECTS THE CONTRACTOR TO PROCEED WITH WORK IF THERE IS NO COST OR SCHEDULE CHANGE AS A RESULT OF THE CHANGE IN THE WORK. IF COST OR SCHEDULE CHANGES ARE ANTICIPATED THE CONTRACTOR SHALL PREPARE A PROPOSAL FOR THE ADDITIONAL WORK CLEARLY INDICATING COST AND SCHEDULE CHANGES WITH ADEQUATE BACK UP DOCUMENTATION FOR OWNER OR ARCHITECT TO EVALUATE THE COST AND SCHEDULE IMPACT. C. CHANGE ORDERS WILL BE PREPARED BY THE CONTRACTOR AT THE DIRECTION OF ARCHITECT. SPECIFIC CHANGES THAT ARE TO BE INCORPORATED INTO EACH CHANGE ORDER WILL BE AGREED UPON BY THE ARCHITECT, OWNER AND THE CONTRACTOR PRIOR TO ISSUING. D. CONTRACTOR WILL IDENTIFY ALL CHANGE ORDERS AS SEPARATE LINE ITEMS ON THE SCHEDULE OF VALUES OF THE CONTRACTOR PAYMENT APPLICATION. 1.04 CHANGES INITIATED BY THE OWNER A. IF THE CONTRACTOR HAS BEEN DIRECTED BY THE ARCHITECT TO ADVISE HIM AS TO THE CREDIT COST OF A PROPOSED CHANGE THE CONTRACTOR SHALL: 1.ANALYZE THE DESCRIBED CHANGE AND ITS IMPACT ON COST AND TIME 2.SECURE THE REQUIRED INFORMATION AND FORWARD IT TO THE ARCHITECT FOR REVIEW 3.MEET WITH ARCHITECT AS REQUIRED TO EXPLAIN THE COSTS AND OFFER ALTERNATIVES 4.ALERT SUBCONTRACTORS AS TO THE IMPENDING CHANGE AND TO THE MAXIMUM EXTENT POSSIBLE, AVOID SUCH WORK AS WOULD INCREASE THE OWNER’S COST FOR MAKING THE CHANGE, ADVISING THE ARCHITECT IN WRITING WHEN SUCH AVOIDANCE IS NO LONGER PRACTICAL B. IF THE CONTRACTOR HAS BEEN DIRECTED BY THE ARCHITECT TO MAKE THE DESCRIBED CHANGE IN THE WORK AT NO CHANGE IN CONTRACT SUM AND NO CHANGE IN CONTRACT TIME COMPLETION, BUT THE CONTRACTOR WISHES TO MAKE CLAIM FOR ONE OR BOTH OF SUCH CHANGES,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING. C. IF THE CONTRACTOR HAS BEEN DIRECTED BY THE ARCHITECT TO MAKE THE DESCRIBED CHANGE SUBJECT TO LATER DETERMINATION OF COST OR CREDIT, THE CONTRACTOR SHALL CONSULT WITH THE ARCHITECT, CONSTRUCTION MANAGER AND OWNER AND REACH AGREEMENT ON THE MOST APPROPRIATE METHOD FOR DETERMINING CREDIT OR COST FOR THE CHANGE 1.05 CHANGES INITIATED BY THE CONTRACTOR A. SHOULD THE CONTRACTOR DISCOVER A DISCREPANCY AMONG THE CONTRACTOR DOCUMENTS, A CONCEALED CONDITION, OR OTHER CAUSE FOR A CHANGE IN THE WORK, CONTRACT SUM, OR CONTRACT TIME OF COMPLETION, HE SHALL NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING, BEFORE COMMENCING THE WORK. B. THE CONTRACTOR WILL ISSUE A REQUEST FOR INFORMATION (RFI) TO COMMUNICATE ALL CONTRACTOR OR SUBCONTRACTOR QUESTIONS, NEED FOR INFORMATION OR CLARIFICATION. C. CONTRACTOR WILL NOTIFY THE ARCHITECT OF COST AND/ OR SCHEDULE IMPACTS WHEN ISSUING THE RFI) D. ON AGREEMENT THAT THERE IS REASONABLE CAUSE FOR THE PROPOSED CHANGE, ARCHITECT WILL ISSUE A CCD OR ASI. 1.06 PROCESSING A. MAKE WRITTEN REPLY TO THE ARCHITECT IN RESPONSE TO EACH CHANGE ORDER PROPOSAL. 1.STATE PROPOSED CHANGE IN THE CONTRACT SUM, IF ANY. 2.STATE PROPOSED CHANGE IN THE CONTRACT TIME OF COMPLETION, IF ANY. 3.CLEARLY DESCRIBE OTHER CHANGES IN THE WORK REQUIRED BY THE PROPOSED CHANGE, OR DESIRABLE THEREWITH, IF ANY. 4.INCLUDE FULL BACKUP DATA SUCH AS SUBCONTRACTOR’S LETTER OF PROPOSAL OR SIMILAR INFORMATION. B. WHEN COST OR CREDIT FOR THE CHANGE HAS BEEN AGREED UPON BY THE OWNER AND THE CONTRACTOR, OR THE OWNER HAS DIRECTED THAT COST OR CREDIT BE DETERMINED IN ACCORDANCE WITH PROVISION OF CONSTRUCTION CONTRACT GENERAL CONDITIONS, THE ARCHITECT OR GENERAL CONTRACTOR MAY ISSUE THE CHANGE ORDER. C. CHANGE ORDERS WILL BE DATED AND WILL BE NUMBERED IN SEQUENCE. END OF SECTION 01153 SECTION 01200 PROJECT MEETINGS 1.01 MEETINGS A. CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION MEETING WITHIN 7 DAYS OF NOTICE TO PROCEED, AND SHALL CONDUCT PROGRESS MEETINGS AS NEEDED THROUGHOUT THE PROGRESS OF THE WORK, TO WHICH THE ARCHITECT AND OWNER SHALL BE INVITED. B. CONTRACTOR SHALL: 1. MAKE PHYSICAL ARRANGEMENTS FOR MEETINGS. MEETINGS SHALL BE IN SUITABLE SPACE AT THE PROJECT SITE. 2. RECORD MINUTES; INCLUDE ALL SIGNIFICANT PROCEEDINGS AND DECISIONS. 3. REPRODUCE AND DISTRIBUTE COPIES OF MINUTES WITHIN THREE DAYS AFTER EACH MEETING TO ALL PARTICIPANTS IN MEETING AND TO ALL PARTIES AFFECTED BY DECISIONS MADE AT MEETING. C. CONTRACTOR WILL SET SCOPE AND ORDER OF AGENDA AND WILL PRESIDE AT MEETINGS. END OF SECTION 01200 SECTION 01300 SUBMITTALS 1.01 SUMMARY A. THIS SECTION SPECIFIES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR SUBMITTALS INCLUDING: 1. SHOP DRAWINGS. 2. PRODUCT DATA. 3. SAMPLES B. ADMINISTRATIVE SUBMITTALS: REFER TO REQUIREMENTS SPECIFIED IN OTHER DIVISION 1 FOR: 1. PERMITS. 2. APPLICATIONS FOR PAYMENT. 3. PERFORMANCE AND PAYMENT BONDS (WHERE REQUIRED). 4. INSURANCE CERTIFICATES. 1.02 SUBMITTAL PROCEDURES A. COORDINATE TIMING OF SUBMITTALS WITH CONSTRUCTION ACTIVITIES.TRANSMIT SUBMITTALS WELL IN ADVANCE OF PERFORMANCE OF WORK TO AVOID DELAYS. COORDINATE SUBMITTALS OF RELATED ELEMENTS OF WORK. 1. ARCHITECT MAY REJECT, OR WITHHOLD ACTION ON SUBMITTALS REQUIRING COORDINATION WITH OTHER SUBMITTALS UNTIL RELATED SUBMITTALS ARE RECEIVED. 2. ALL REQUIRED FIELD VERIFICATION AND COORDINATION SHALL BE COMPLETED PRIOR TO TRANSMITTING SUBMITTALS TO ARCHITECT. B. PROCESSING OF SUBMITTALS: ALLOW SUFFICIENT REVIEW TIME TO ENSURE INSTALLATION WILL NOT BE DELAYED. 1. REVIEW BY ARCHITECT’S OFFICE ONLY: ALLOW TEN BUSINESS DAYS FOR REVIEW AND PROCESSING 2. REPROCESSING OF SUBMITTALS: FOR SUBMITTALS NOT APPROVED INITIALLY, ALLOW TEN BUSINESS DAYS FOR REVIEW AND REPROCESSING OF SUBMITTALS BY ARCHITECT, AND AN ADDITIONAL FIVE BUSINESS DAYS FOR REVIEW BY EACH CONSULTANT. 3. NO EXTENSION OF CONTRACT TIME WILL BE AUTHORIZED DUE TO FAILURE TO TRANSMIT SUBMITTALS SUFFICIENTLY IN ADVANCE OF SCHEDULED PERFORMANCE OF WORK. C. PREPARATION OF SUBMITTALS: PLACE TITLE BLOCK ON EACH SUBMITTAL. INDICATE PROJECT NAME, G.C. SUBMITTAL NUMBER, SPECIFICATION SECTION, DATE OF SUBMITTAL,NAME AND ADDRESS OF ARCHITECT, NAME AND ADDRESS OF CONTRACTOR, NAME AND ADDRESS OF SUBCONTRACTOR AND/OR SUPPLIER, NAME OF MANUFACTURER, DRAWING NUMBER AND DETAIL REFERENCE. 1. CONTRACTOR’S REVIEW AND ACTION STAMP: STAMP AND SIGN EACH SUBMITTAL TO SHOW GENERAL CONTRACTOR’S REVIEW AND APPROVAL PRIOR TO TRANSMITTAL TO ARCHITECT. SUBMITTALS NOT SIGNED AND STAMPED BY CONTRACTOR WILL BE RETURNED WITHOUT ACTION. 2. CUSTOMIZE SUBMITTALS AS REQUIRED TO SHOW INTERFACE WITH ADJACENT WORK. 3. SOURCE: SUBMITTALS RECEIVED FROM SOURCES OTHER THAN CONTRACTOR WILL BE RETURNED WITHOUT ACTION. 4. DEVIATIONS FROM CONTRACT DOCUMENTS: WHEN PRODUCTS, MATERIALS, OR SYSTEMS SUBMITTED DEVIATE FROM CONTRACT DOCUMENTS, RECORD DEVIATIONS CLEARLY ON TRANSMITTAL FORM. D. AFTER ARCHITECT REVIEWS SUBMITTAL, REVISE AND RESUBMIT AS REQUIRED. IDENTIFY CHANGES MADE SINCE PREVIOUS SUBMITTAL. E. DISTRIBUTE COPIES OF REVIEWED SUBMITTALS TO CONCERNED PERSONS. INSTRUCT RECIPIENTS TO PROMPTLY REPORT INABILITY TO COMPLY WITH PROVISIONS. END OF SECTION 01300 SECTION 01405 CONTRACT QUALITY CONTROL 1.01 REQUIREMENT INCLUDED A. QUALITY CONTROL OF PRODUCTS AND WORKMANSHIP. B. MANUFACTURER'S INSTRUCTIONS. C. MANUFACTURER'S CERTIFICATES AND FIELD SERVICES. D. EQUIPMENT OPERATIONS. 1.02 DESCRIPTION MAINTAIN QUALITY CONTROL OVER SUBCONTRACTORS, SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES, WORKMANSHIP AND SITE CONDITIONS, TO PRODUCE WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS. 1.03 WORKMANSHIP A. COMPLY WITH INDUSTRY STANDARDS OF THE REGION EXCEPT WHEN MORE RESTRICTIVE TOLERANCES ARE SPECIFIED B. PROVIDE QUALIFIED PERSONNEL TO PRODUCE WORK OF SPECIFIED QUALITY. 1.04 MANUFACTURER'S INSTRUCTIONS A. COMPLY WITH INSTRUCTIONS IN FULL DETAIL, INCLUDING EACH STEP IN SEQUENCE. B. IF INSTRUCTIONS CONFLICT WITH CONTRACT DOCUMENTS, REQUEST W RITTEN CLARIFICATION FROM ARCHITECT BEFORE PROCEEDING. 1.05 MANUFACTURER'S CERTIFICATES A. WHEN REQUIRED IN SPECIFICATIONS, SUBMIT MANUFACTURER'S CERTIFICATE CERTIFYING THAT PRODUCTS MEET OR EXCEED SPECIFIED REQUIREMENTS. 1.06 MANUFACTURER'S FIELD SERVICES A. WHEN REQUIRED IN INDIVIDUAL SPECIFICATION SECTION, HAVE MANUFACTURE PROVIDE QUALIFIED REPRESENTATIVE TO OBSERVE FIELD CONDITIONS, CONDITIONS OF SURFACES AND INSTALLATION, QUALITY OF WORKMANSHIP, START-UP OF EQUIPMENT TEST, ADJUST, AND BALANCE OF EQUIPMENT AND TO MAKE WRITTEN REPORT OF OBSERVATIONS AND RECOMMENDATIONS TO ARCHITECT. END OF SECTION 01405 SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 1.01 SUMMARY A. THIS SECTION SPECIFIES CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS, INCLUDING BUT NOT LIMITED TO: 1. TEMPORARY UTILITIES. 2. TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES. 3. TEMPORARY SIGNAGE. 4. SECURITY AND PROTECTION FACILITIES. B. CONTRACTOR SHALL PAY FOR ALL COSTS RELATED TO TEMPORARY FACILITIES AND UTILITY SERVICE INCLUDING BUT NOT LIMITED TO TEMPORARY HEAT, WATER AND POWER.. C. COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION , CODES, UTILITY COMPANIES, OSHA, AND INDUSTRY STANDARDS INCLUDING, BUT NOT LIMITED TO: 1. NFPA 2. ANSI 3. NECA D. ELECTRIC SERVICE: COMPLY WITH NEMA, NECA, AND UL STANDARDS AND REGULATIONS FOR TEMPORARY ELECTRIC SERVICE. INSTALL SERVICE IN COMPLIANCE WITH NFPA 70. E. INSPECTIONS: ARRANGE FOR AUTHORITIES HAVING JURISDICTION TO INSPECT AND TEST TEMPORARY UTILITIES PRIOR TO USE. OBTAIN REQUIRED CERTIFICATIONS AND PERMITS. F. STORAGE: PROVIDE SECURE, LOCKED FACILITIES FOR AREAS WHERE MATERIALS AND EQUIPMENT ARE STORED. 2.01 MATERIALS, GENERAL: MATERIALS MAY BE NEW OR USED, BUT MUST BE ADEQUATE IN CAPACITY, MUST NOT CREATE UNSAFE CONDITIONS AND MUST NOT VIOLATE REQUIREMENTS OF APPLICABLE CODES AND STANDARDS. 2.02 TEMPORARY UTILITIES A. TEMPORARY ELECTRIC POWER AND LIGHT: 1. PROVIDE CIRCUIT AND BRANCH WIRING, WITH AREA DISTRIBUTION BOXES LOCATED SO POWER AND LIGHTING IS AVAILABLE THROUGHOUT CONSTRUCTION BY USE OF CONSTRUCTION-TYPE POWER CORDS. 2. PROVIDE ADEQUATE ARTIFICIAL LIGHTING WHERE NATURAL LIGHT IS NOT ADEQUATE. 3. WORK SHALL MEET APPLICABLE REQUIREMENTS OF NFPA 70 AND DIVISION 16 – ELECTRICAL 2.03 TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES A. SCOPE: TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES INCLUDE, WITHOUT LIMITATION: 1. SANITARY FACILITIES. 2. CONSTRUCTION AIDS. 3. WASTE DISPOSAL. 4. WATER CONTROL. 5. POLLUTION AND DUST CONTROL. B. WASTE DISPOSAL: PREVENT ACCUMULATION OF DEBRIS AT CONSTRUCTION SITE. C. POLLUTION CONTROL: PROVIDE METHODS, MEANS, AND FACILITIES REQUIRED TO PREVENT CONTAMINATION OF SOIL, WATER, OR ATMOSPHERE BY THE DISCHARGE OF NOXIOUS SUBSTANCES FROM CONSTRUCTION OPERATIONS. PERFORM EMERGENCY MEASURES REQUIRED TO CONTAIN ANY SPILLAGE AND TO REMOVE CONTAMINATED SOILS OR LIQUIDS. 2.04 SECURITY AND PROTECTION FACILITIES A. SCOPE: SECURITY AND PROTECTION FACILITIES INCLUDES, BUT IS NOT LIMITED TO: 1. TEMPORARY FIRE PROTECTION. 2 .BARRICADES, WARNING SIGNS, LIGHTS. 3. SECURITY PROCEDURES. 4. LOCATE TEMPORARY PORTABLE FIRE EXTINGUISHERS IN CONVENIENT LOCATIONS, NOT LESS THAN ONE PER FLOOR. 5. STORE COMBUSTIBLE MATERIALS IN CONTAINERS IN FIRE-SAFE LOCATIONS. 6. MAINTAIN UNOBSTRUCTED ACCESS TO FIRE EXTINGUISHERS, FIRE HYDRANTS, STAIRWAYS, AND ACCESS ROUTES. B. BARRICADES, WARNING SIGNS, AND LIGHTS: PROVIDE BARRICADES, WARNING SIGNS, WARNING LIGHTS AND RAILINGS WITH APPROPRIATE COLORS AND GRAPHICS TO INFORM PUBLIC AND JOB-SITE PERSONNEL OF HAZARDS. C. SECURITY PROCEDURES: SECURE PROJECT AGAINST UNAUTHORIZED ENTRY AT ALL TIMES. 1. STORAGE: PROVIDE SECURE, LOCKED FACILITIES FOR AREAS WHERE MATERIALS AND EQUIPMENT ARE STORED. END OF SECTION 01500 SECTION 01535 PROTECTION OF WORK AND PROPERTY 1.01 REQUIREMENT INCLUDED A. PROTECTION OF PRODUCTS AFTER INSTALLATION. B. PROTECTION OF EXISTING PROPERTY. 2.01 PROTECTION AFTER INSTALLATION A. PROTECT INSTALLED PRODUCTS AND CONTROL TRAFFIC IN IMMEDIATE AREA TO PREVENT DAMAGE FROM SUBSEQUENT OPERATIONS. B. PROVIDE PROTECTIVE COVERINGS AT WALLS, PROJECTIONS, CORNERS AND JAMBS, SILLS AND SOFFITS OF OPENINGS IN AND ADJACENT TO TRAFFIC AREAS. C. COVER WALLS AND FLOORS OF ELEVATOR CABS AND JAMBS OF CAB DOORS WITH 3/4 INCH PLYWOOD, WHEN ELEVATORS ARE USED BY CONSTRUCTION PERSONNEL. D. PROTECT FINISHED FLOORS AND STAIRS FROM DIRT, WEAR, AND DAM AGE. 1. SECURE HEAVY SHEET GOODS OR SIMILAR PROTECTIVE MATERIALS IN PLACE, IN AREAS SUBJECT TO FOOT TRAFFIC. 2. LAY PLANKING OR SIMILAR RIGID MATERIALS IN PLACE, IN AREAS SUBJECT TO MOVEMENT OF HEAVY OBJECTS. 3. LAY PLANKING OR SIMILAR RIGID MATERIALS IN PLACE, IN AREAS W HERE STORAGE OF PRODUCTS WILL OCCUR. E. PROTECT WATERPROOFED AND ROOFED SURFACES: 1. RESTRICT USE OF SURFACES FROM TRAFFIC OF ANY KIND AND FROM STORAGE OF PRODUCTS. 2. WHEN AN ACTIVITY IS MANDATORY, OBTAIN RECOMMENDATIONS FOR PROTECTION OF SURFACES FROM INSTALLER. INSTALL PROTECTION AND REMOVE ON COMPLETION OF ACTIVITY. RESTRICT USE OF ADJACENT UNPROTECTED AREAS. F. MECHANICAL, PLUMBING, EQUIPMENT, HVAC SYSTEMS, DUCTWORK, AND OTHER “MEP”RELATED SYSTEMS SHALL BE PROTECTED DURING AND FOLLOWING THE COURSE OF CONSTRUCTION TO PREVENT DIRT, DUST, WATER OR OTHER CONTAINMENTS FROM ENTERING. INCOMPLETE PLUMBING, FLOOR DRAINS, ALL PIPING, ALL DUCTWORK AND OTHER SYSTEMS SHALL BE CAPPED AT CLOSE OF EACH DAY TO PREVENT ANY INTRUSION OR BLOCKAGE FROM OCCURRING. ALL EQUIPMENT WILL BE PROPERLY PROTECTED AT ALL TIME WHEN WORK IS BEING PERFORMED IN THE IMMEDIATE AREA OR ABOVE. PROPER WARNING SIGNAGE, BARRIERS AND BARRIER TAPE WILL BE UTILIZED AS REQUIRED. 2.02 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE WHEN OR WHERE ANY DIRECT OR INDIRECT DAMAGE OR INJURY IS DONE TO PUBLIC OR PRIVATE PROPERTY BY OR ON ACCOUNT OF ANY ACT, OMISSION, NEGLECT, OR MISCONDUCT IN THE EXECUTION OF THE WORK, OR IN CONSEQUENCE OF THE NON EXECUTION THEREOF BY T HE CONTRACTOR, THE CONTRACTOR SHALL RESTORE, AT ITS OWN EXPENSE, SUCH PROPERTY TO A CONDITION SIMILAR OR EQUAL TO THAT EXISTING BEFORE SUCH DAMAGE OR INJURY WAS DONE, BY REPAIRING, OR OTHERWISE RESTORING AS MAY BE DIRECTED, OR IT SHALL MAKE GOOD SUCH DAMAGE OR INJURY IN AN ACCEPTABLE MANNER, AT NO ADDITIONAL COST TO THE OWNER. END OF SECTION 01535 SECTION 01569 CONSTRUCTION CLEANING 1.01 CLEANING A. MAINTAIN AREAS UNDER CONTRACTOR'S CONTROL FREE OF WASTE, SCRAPS, SURPLUS MATERIAL AND DEBRIS. B. REMOVE DEBRIS AND RUBBISH FROM PIPE CHASES, PLENUMS, ATTICS, CRAWL SPACES, AND OTHER CLOSED OR REMOTE SPACES, PRIOR TO CLOSING THE SPACE. C. CLEAN INTERIOR AREAS DAILY. D. ALL COMBUSTIBLE WASTE MATERIALS SHALL BE REMOVED FROM BUILD INGS AT THE END OF EACH WORKING DAY. E. BROOM CLEAN INTERIOR AREAS PRIOR TO START OF SURFACE FINISHING. F. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION CLEANING 2.01 CONTRACTOR'S FAILURE TO CLEAN A. IF THE CONTRACTOR FAILS TO MAINTAIN LEVELS OF CLEANLINESS IN WORK AREAS, SATISFACTORY TO THE ARCHITECT, THEN THE OWNER SHALL HAVE THE RIGHT TO CAUSE SUCH AREAS TO BE CLEANED BY OTHERS AND THE COSTS FOR SUCH CLEANING SHALL BE THE OBLIGATION OF THE CONTRACTOR AND SHALL BE DEDUCTED FROM ANY MONEY DUE THE CONTRACTOR. END OF SECTION 01569 SECTION 01600 MATERIALS AND EQUIPMENT 1.01 MATERIAL AND EQUIPMENT INCORPORATED INTO THE WORK A. DO NOT USE MATERIAL OR EQUIPMENT FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS DESIGNED OR SPECIFIED. PART 2 --REUSE OF EXISTING MATERIAL 2.01 EXCEPT AS SPECIFICALLY INDICATED OR SPECIFIED, MATERIALS AND EQUIPMENT REMOVED FROM EXISTING STRUCTURE SHALL NOT BE USED IN COMPLETED WORK. 2.02 FOR MATERIAL AND EQUIPMENT SPECIFICALLY INDICATED OR SPECIFIED TO BE REUSED IN THE WORK: A. USE SPECIAL CARE IN REMOVAL, HANDLING, STORAGE AND INSTALLATION, TO ASSURE PROPER FUNCTION IN COMPLETED WORK. PART 3 --MANUFACTURER'S INSTRUCTIONS 3.01 INSTALL, HANDLE, CLEAN AND ADJUST PRODUCTS IN STRICT ACCORD W ITH MANUFACTURERS INSTRUCTIONS AND SPECIFIED REQUIREMENTS. A. SHOULD JOB CONDITIONS OR SPECIFIED REQUIREMENTS CONFLICT WITH MANUFACTURER'S INSTRUCTIONS, CONSULT WITH ARCHITECT FOR CLARIFICATION. PART 4 --STORAGE AND PROTECTION 4.01 STORE PRODUCTS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS, WITH SEALS AND LABELS INTACT AND LEGIBLE. A. MAINTAIN TEMPERATURE AND HUMIDITY WITHIN RANGES REQUIRED BY MANUFACTURER'S INSTRUCTIONS. B. STORE FABRICATED PRODUCTS ON BLOCKING OR SKIDS IN SUCH A MANNER AND LOCATION THAT SUSPENDED FLOORS ARE NOT OVERLOADED BEYOND SAFE LIVE LOADS. C. PROTECT EXISTING FLOOR FINISH FROM DAMAGE, SOILING AND STAINING BY INCLUDING BUT NOT LIMITED TO A LAYER OF AT LEAST 6 MIL POLYETHYLENE COVERED BY PLYWOOD. D. REPAIR OR REPLACE FINISHES DAMAGED BY STORAGE OF MATERIALS OR CONSTRUCTION WORK. 5.01 CONTRACTOR'S SELECTION A. FOR A PRODUCT SPECIFIED ONLY BY DESCRIPTION, PROVIDE PRODUCT CONFORMING TO THAT SPECIFIED DESCRIPTION, SUITABLE FOR USE SHOWN ON DRAWINGS. B. FOR A PRODUCT SPECIFIED ONLY BY REFERENCE STANDARD, PROVIDE PRODUCT CONFORMING TO THAT REFERENCE STANDARD, SUITABLE FOR USE SHOWN ON DRAWINGS. C. FOR A PRODUCT SPECIFIED BY ONE OR MORE NAMES AND "OR EQUIVALENT" OR "OR EQUAL", CONTRACTOR SHALL EITHER PROVIDE ONE OF THE NAMED PRODUCTS OR CONTRACTOR SHALL SUBMIT A REQUEST FOR SUBSTITUTION FOR ANY PRODUCT NOT NAMED WHICH CONTRACTOR JUDGES TO BE OF EQUAL OR HIGHER QUALITY. D. FOR A PRODUCT SPECIFIED BY NAME AND "NO SUBSTITUTION", CONTRACTOR SHALL PROVIDE PRODUCT SPECIFIED. 6.01 SUBSTITUTION REQUESTS A. ARCHITECT OR ENGINEERS AS APPROPRIATE SHALL BE JUDGE OF ACCEPTABILITY OF PROPOSED SUBSTITUTION. 6.02 CONTRACTOR'S REPRESENTATION: A REQUEST FOR A SUBSTITUTION CONSTITUTES A REPRESENTATION THAT CONTRACTOR: A. HAS INVESTIGATED PROPOSED PRODUCT AND DETERMINED THAT IT IS EQUIVALENT TO OR SUPERIOR IN ALLRESPECTS TO THAT SPECIFIED. B. WILL PROVIDE SAME GUARANTIES, WARRANTIES OR BONDS FOR SUBSTITUTION AS FOR PRODUCT SPECIFIED. C. WILL COORDINATE INSTALLATION OF AN ACCEPTED SUBSTITUTION IN TO THE WORK, AND MAKE SUCH OTHER CHANGES AS MAY BE REQUIRED TO MAKE THE WORK COMPLETE IN ALL RESPECTS. D. WAIVES ALL CLAIMS FOR ADDITIONAL COSTS, UNDER CONTRACTOR'S RESPONSIBILITY, WHICH MAYSUBSEQUENTLY BECOME APPARENT. END OF SECTION 01600 SECTION 01701 CONTRACT CLOSEOUT PROCEDURES 1.01 REQUIREMENT INCLUDED A. ADMINISTRATIVE PROVISIONS FOR SUBSTANTIAL COMPLETION AND FOR FINAL ACCEPTANCE. 1.02 CLOSEOUT SUBMITTALS A. PROVIDE EVIDENCE OF COMPLIANCE WITH REQUIREMENTS OF GOVERNING AUTHORITIES 1. CERTIFICATE OF OCCUPANCY AT SUBSTANTIAL COMPLETION. 2. CERTIFICATES OF INSPECTION REQUIRED FOR STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS REQUIRED AT SUBSTANTIAL COMPLETION. B. PROJECT RECORD DOCUMENTS C. WARRANTIES AND GUARANTEES: 1.MANUFACTURERS STANDARD WARRANTIES SHALL BE PROVIDED FOR ALL PRODUCTS WHETHER OR NOT SPECIFIED. D. KEYS AND KEYING SCHEDULE: UNDER PROVISIONS OF TECHNICAL SPECIFICATIONS SECTION FOR FINISH HARDWARE BY SUBSTANTIAL COMPLETION. E. EVIDENCE OF PAYMENT AND RELEASE OF CLAIMS: IN ACCORDANCE WITH THE GENERAL CONDITIONS AND SUBCONTRACTOR'S AFFIDAVIT(S) OF SATISFACTION AND/OR CONSENT OF SURETY TO FINAL PAYMENT. 1.03 APPLICATION FOR FINAL PAYMENT CERTIFICATE A. SUBMIT APPLICATION FOR FINAL PAYMENT CERTIFICATE IN ACCORDANCE WITH PROVISIONS OF GENERAL CONDITIONS. END OF SECTION 01701 SECTION 01710 FINAL CLEANING 1.01 GENERAL A. EXECUTE CLEANING PRIOR TO INSPECTION FOR OCCUPANCY OR SUBSTANTIAL COMPLETION. 2.01 PRODUCTS A. USE PRODUCTS WHICH WILL NOT CREATE HAZARDS TO HEALTH OR PROPERTY AND WHICH WILL NOT DAMAGE SURFACES. B. USE ONLY MATERIAL AND METHODS RECOMMENDED BY MANUFACTURER OF MATERIAL BEING CLEANED. 3.01 CLEANING A. UPON COMPLETION OF THE WORK AND BEFORE ACCEPTANCE AND FINAL PAYMENT IS MADE, REMOVE FROM THE SITE ALL TOOLS,MACHINERY, EQUIPMENT, SURPLUS AND DISCARDED MATERIALS, RUBBISH, TEMPORARY STRUCTURES, ETC. REPAIR OR REPLACE, IN AN ACCEPTABLE MANNER, PRIVATE OR PUBLIC PROPERTY WHICH MAY HAVE BEEN DAMAGED OR DESTROYED DUE TO THE CONTRACTOR'S OPERATIONS AND LEAVE THE SITE IN A CLEAN AND ORDERLY CONDITION. MATERIAL CLEARED FROM THE SITE AND DEPOSITED ON ADJACENT PROPERTY WILL NOT BE CONSIDERED AS HAVING BEEN DISPOSED OF SATISFACTORILY. B. ALL AREAS WITHIN AND CONTIGUOUS TO THE WORK UNDER THE CONTRACT, INCLUDING ALL EXTERIOR AND INTERIOR SURFACES AND ITEMS WHERE WORK HAS BEEN PERFORMED, AS WELL AS ALL AREAS HAVING BEEN USED FOR INGRESS AND EGRESS OF MATERIALS AND PERSONNEL OR STORAGE OF MATERIALS, SHALL BE TURNED OVER IN A NEAT AND "POLISHED" HOME-CLEAN CONDITION. "BROOM- CLEAN," AS USED IN THE CONSTRUCTION INDUSTRY, WILL NOT SUFFICE. C. ALL ROOF AREAS WHERE WORK IS PERFORMED SHALL BE CLEANED OF ALL DEBRIS AND EXCESS MATERIALS. PARTICULAR ATTENTION SHALL BE GIVEN TO GUTTERS, DOWNSPOUTS, LEADER HEADS, AND SCUPPERS TO ASSURE THERE IS NO BLOCKAGE OF ANY KIND. ROOF AREAS SHALL BE INSPECTED TO ENSURE THAT NO DAMAGE TO ROOF MEMBRANES HAS OCCURRED. ANY DAMAGE DISCOVERED CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED BY A LICENSED ROOFER AT NO ADDITIONAL COST. D. ALL GLASS SHALL BE THOROUGHLY CLEANED AND ON BOTH SIDES. E. POWER-SCRUB AND DETERGENT CLEAN ALL CERAMIC TILE FLOORS. W ASH ALL CERAMIC TILE WALLS WITH DETERGENT AND CLEAN ALL WALL SURFACES. ALL PLASTIC LAMINATE AND HARDWARE SURFACES SHALL BE CLEANED AND POLISHED. END OF SECTION 01710 SECTION 01720 PROJECT RECORD DOCUMENTS 1.01 REQUIREMENTS INCLUDED A. MAINTENANCE OF RECORD DOCUMENTS AND SAMPLES B. SUBMITTAL OF RECORD DOCUMENTS 1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES A. MAINTAIN RECORD DOCUMENTS IN CLEAN, DRY, AND LEGIBLE CONDITIONS. DO NOT USE RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. RECORD DOCUMENT AND “AS BUILT”RECORDS SHALL BE MAINTAINED CURRENT AT ALL TIMES. B. CONTRACT DRAWINGS AND APPROVED SHOP DRAWINGS: LEGIBLY MARK EACH ITEM TO RECORD ACTUAL CONSTRUCTION, INCLUDING: 1. FIELD CHANGES OF DIMENSIONS AND DETAILS. 2. CHANGES MADE BY ADDENDA, CHANGE ORDERS, IF ANY, AND WORK ORDERS, IF ANY. 3. DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS. 4. REFERENCES TO RELATED SHOP DRAWINGS AND MODIFICATIONS. C. SPECIFICATIONS AND ADDENDA: LEGIBLY MARK EACH SECTION TO RECORD: 1. MANUFACTURER, TRADE NAME, CATALOG NUMBER, AND SUPPLIER OF EACH PRODUCT AND ITEM OF EQUIPMENT ACTUALLY INSTALLED. D. OTHER DOCUMENTS: MAINTAIN MANUFACTURER'S CERTIFICATION, INSPECTION CERTIFICATIONS, FIELD TEST RECORDS REQUIRED BY INDIVIDUAL SPECIFICATION SECTIONS. 1.03 SUBMITTALS A. AT SUBSTANTIAL COMPLETION, DELIVER RECORD DOCUMENTS AND SAMPLES TO OWNER. B. TRANSMIT WITH COVER LETTER LISTING: 1. DATE 2. PROJECT TITLE AND NUMBER 3. CONTRACTOR'S NAME, ADDRESS AND TELEPHONE NUMBER. 4.M NUMBER AND TITLE OF EACH RECORD DOCUMENT 1.04 EXTRA MATERIAL A. WHERE SPECIFICATION SECTION REQUIRES FURNISHING EXTRA MATERIAL TO THE OWNER FOR FUTURE MAINTENANCE USE, FURNISH MATERIALS AS SPECIFIED IN MANUFACTURER’S STANDARD PACKAGING AND WITH SUITABLE LABELING TO IDENTIFY CONTENTS OF EACH PACKAGE. END OF SECTION 01720 SECTION 01740 WARRANTIES AND GUARANTEES A. OBTAIN AND SUBMIT WARRANTIES AND GUARANTEES, EXECUTED IN DUPLICATE BY SUBCONTRACTORS, SUPPLIERS AND MANUFACTURERS, WITHIN TEN (10) DAYS AFTER SUBSTANTIAL COMPLETION. DATE OF BEGINNING OF TIME OF WARRANTY WILL BE NO EARLIER THAT THE DATE W HEN THE OWNER TAKES OCCUPANCY OF THE FACILITIES. B. WARRANTIES SHALL BE AS SPECIFIED IN INDIVIDUAL SECTIONS. STANDARD MANUFACTURERS WARRANTIES SHALL BE PROVIDED FOR ALL PRODUCTS WITH STANDARD MANUFACTURER’S WARRANTY, WHETHER SPECIFIED OR NOT. END OF SECTION 01740 SECTION 061000 ROUGH CARPENTRY 1.01 WORK INCLUDED A. PROVIDE ALL ROUGH CARPENTRY WORK, AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. ROUGH CARPENTRY SHALL INCLUDE BUT NOT BE LIMITED TO: 1.ROUGH HARDWARE, INSERTS, AND RELATED METAL COMPONENTS. 2.ROUGH CARPENTRY SLEEPERS, BLOCKINGS, CURBS, CANTS, EDGINGS, GROUNDS, NAILERS, AND FURRING. 3.PLYWOOD BACKING PANELS. 4.TELEPHONE ELECTRICAL EQUIPMENT BACK BOARDS. 1.02 QUALITY ASSURANCE 1. GRADES SPECIFIED ARE THE MINIMUM ACCEPTABLE. LUMBER GRADES SHALL BE DETERMINED IN ACCORDANCE WITH ASTM D 245. 2. LUMBER SHALL BEAR THE GRADE MARK OF AN AMERICAN LUMBER STANDARDS COMMITTEE, BOARD OF REVIEW -APPROVED AGENCY. LUMBER SHALL CONFORM TO USDC PS 20. 3. LUMBER SHALL BEAR A MARK OF MILL IDENTIFICATION. 4. PLYWOOD SHALL COMPLY WITH APA REF. 1 GRADING REQUIREMENTS, USDC PS 1, AND ANSI A199.1. 2.01 LUMBER A. SCOPE: PROVIDE LUMBER FOR MISCELLANEOUS WOOD FRAMING, BLOCKING, CANT STRIPS, NAILERS, ETC., FOR ALL WORK OF THE PROJECT, INCLUDING, BUT NOT LIMITED TO ROOFING, FLASHING, SHEET METAL WORK, AND THE LIKE. B. PROVIDE NEW LUMBER OF CONSISTENT SIZE, FREE OF STAINS AND MILDEW, KILN DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19% BY WEIGHT. WHERE EXPOSED OR SEMI-EXPOSED, PROVIDE WOOD MEMBERS SELECTED FOR BEST POSSIBLE APPEARANCE FROM THE GRADE OF STOCK SPECIFIED. C. PROVIDE LUMBER IN LONGEST PRACTICAL LENGTHS. USE SINGLE LENGTH PIECES WHEREVER POSSIBLE. D. UNLESS OTHERWISE NOTED IN THE DOCUMENTS GENERAL CARPENTRY MATERIAL LUMBER SHALL BE CONSTRUCTION GRADE, SPRUCE-FIR-PINE E. PRESSURE PRESERVATIVE TREATED LUMBER: PRESSURE PRESERVATIVE TREAT LUMBER ABOVE GROUND AND IN CONTACT WITH ROOFING, FLASHING, SHEET METAL, MASONRY, CONCRETE, DAMPPROOFING, AND WATERPROOFING IN CONFORMANCE WITH AWPB LP-2 AND AWPA C2. PROVIDE PRESSURE PRESERVATIVE TREATED LUMBER WITH A MINIMUM NET RETENTION OF 0.25 PCF. DRY LUMBER TO MAXIMUM MOISTURE CONTENT OF 19% AFTER TREATMENT. USE ONLY WATERBORNE PRESERVATIVES WHICH CONFORM TO AWPA P5. CREOSOTE PRESERVATIVES ARE NOT ACCEPTABLE. 1.PRESSURE PRESERVATIVE TREAT LUMBER IN CONTACT WITH GROUND IN COMPLIANCE WITH AWPA C2 AND AWPB LP-22 WITH A MINIMUM NET RETENTION OF 0.40 PCF. F. FIRE RETARDANT TREATED LUMBER: FOR INTERIOR CONCEALED ROUGH CARPENTRY, ALL LUMBER AND PLYWOOD, PROVIDE FIRE RETARDANT TREATED LUMBER COMPLYING WITH AWPA C20, TYPE A. PROVIDE FIRE RETARDANT TREATMENT WHICH YIELDS A FLAME SPREAD RATING OF NOT MORE THAN 25 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 KILN DRIED AFTER TREATM ENT TO MAXIMUM MOISTURE CONTENT OF 19%. 2.02 CONSTRUCTION PANELS A. SCOPE: CONSTRUCTION PANELS REQUIRED TO COMPLETE THE WORK OF THIS SECTION INCLUDE, BUT IS NOT LIMITED TO THE FOLLOWING: 1. BACKING PANELS AT ELECTRICAL ROOMS. B. COMPLY WITH USDC PS 1 AND APA REF. 1 AS APPLICABLE. FACTORY MARK EACH PANEL WITH APA TRADEMARK SHOWING COMPLIANCE WITH REQUIREMENTS. C. PLYWOOD BACKING PANELS: PROVIDE APA TRADEMARKED, PERFORMANCE-RATED SHEATHING, UL FIRE-RETARDANT TREATED, C-D PLUGGED, EXPOSURE 1 PANELS, NOT LESS THAN 5/8 IN. THICK. PROVIDE FIRE-RETARDANT TREATMENT WHICH YIELDS A FLAME SPREAD RATING OF NOT MORE THAN 25 WHEN TESTED IN CONFORMANCE WITH ASTM E 84, AND CONFORMS TO AWPA C 27, INTERIOR TYPE A. KILN DRY AFTER TREATMENT TO A MAXIMUM MOISTURE CONTENT OF 15%. 2.03 MISCELLANEOUS MATERIALS A. INSERTS, ANCHORS, AND FASTENERS: PROVIDE INSERTS, ANCHORS,ANCHOR BOLTS, LAG BOLTS, SCREWS, WASHERS, NUTS, NAILS, AND OTHER ROUGH HARDWARE. ASSIST OTHER TRADES AS NECESSARY IN THE PLACEMENT OF INSERTS AND ANCHOR BOLTS IN CONCRETE AND MASONRY. FURNISH FULL INSTRUCTIONS REGARDING LOCATIONS, SIZES, AND OTHER REQUIREMENTS TO ENSURE PROPER PREPARATION. PROVIDE ROUGH HARDWARE WHICH COMPLIES WITH REQUIREMENTS OF THE GOVERNING LAWS AND CODES. B. ROUGH HARDWARE: PROVIDE ROUGH HARDWARE ITEMS FOR USE AT ROOF AND OTHER EXTERIOR USES HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A 153. PROVIDE OTHER CONCEALED ITEMS CADMIUM PLATED OR ZINC CHROMATE PLATED. C. PROVIDE HAMMER DRIVE ANCHORS AND FASTENERS FOR SECURING WOOD FRAMING, BLOCKING OR PLYWOOD INTO MASONRY OF SUFFICIENT LENGTH TO PENETRATE THE RECEIVING MEMBER A MINIMUM OF 1-1/2 IN. END OF SECTION 061000 SECTION 064023 INTERIOR ARCHITECTURAL WOODWORK 1.01 GENERAL A. THIS SECTION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. PLASTIC-LAMINATE WORKSTATIONS, COUNTERTOPS & CABINET WORK. 2. SINK VANITY CABINETS 3. RECEPTION COUNTER & CABINETS 1.02 SHOP DRAWINGS A. SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH CONTRACT DOCUMENTS. B. CLEARLY INDICATE MATERIAL, DETAILS OF CONSTRUCTION, PROFILES, JOINTING, FASTENING AND OTHER RELATED DETAILS. C. SUBMIT SAMPLES OF EACH PRODUCT OR MATERIAL WITH EXAMPLE OF FINAL FINISH APPLIED. SUBMIT MANUFACTURERS FULL RANGE OF PLASTIC LAMINATE. FINAL SELECTIONS OF COLORS AND ALL MATERIAL SHALL BE PER ARCHITECTS APPROVED SAMPLE. 1.03 PROJECT CONDITIONS A. ENVIRONMENTAL LIMITATIONS: DO NOT DELIVER OR INSTALL WOODW ORK UNTIL HVAC SYSTEM IS OPERATING AND MAINTAINING TEMPERATURE AND RELATIVE HUMIDITY AT OCCUPANCY LEVELS DURING THE REMAINDER OF THE CONSTRUCTION PERIOD. 2.01 MATERIALS A. WOOD PRODUCTS: 1. HARDBOARD: AHA A135.4. 2. MEDIUM-DENSITY FIBERBOARD: ANSI A208.2, GRADE MD, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. 3. SOFTWOOD PLYWOOD: DOC PS 1 MEDIUM DENSITY OVERLAY 4. PAINT GRADE WOOD BASE OF FINGER JOINTED PINE, PRIMED. B. PLASTIC LAMINATE 1. ACCEPTABLE MANUFACTURERS: FORMICA, NEVAMAR, WILSONART OR EQUAL. 2.02 MISCELLANEOUS MATERIALS A. FURRING, BLOCKING, SHIMS, AND HANGING STRIPS: SOFTWOOD OR HARDWOOD LUMBER, FIRE- RETARDANT-TREATED, KILN-DRIED TO LESS THAN 19 PERCENT MOISTURE CONTENT. B. ADHESIVES, GENERAL: DO NOT USE ADHESIVES THAT CONTAIN UREA FORMALDEHYDE. 2.03 FABRICATION A. GENERAL: COMPLETE FABRICATION TO MAXIMUM EXTENT POSSIBLE BEFORE SHIPMENT TO PROJECT SITE. WHERE NECESSARY FOR FITTING AT SITE, PROVIDE ALLOWANCE FOR SCRIBING, TRIMMING, AND FITTING. B. PLASTIC-LAMINATE COUNTERTOPS: 1. COLORS, PATTERNS, AND FINISHES: AS INDICATED ON THE DRAWINGS 2. EDGE TREATMENT: SAME AS LAMINATE CLADDING ON HORIZONTAL SURFACES. 3. CORE MATERIAL AT SINKS: EXTERIOR-GRADE PLYWOOD. 3.01 INSTALLATION A. INSTALL WORK LEVEL, PLUMB, TRUE, AND STRAIGHT TO A TOLERANCE OF 1/8 INCH IN 96 INCHES. SHIM AS REQUIRED WITH CONCEALED SHIMS. B. SCRIBE AND CUT TO FIT ADJOINING WORK, REFINISH CUT SURFACES, AND REPAIR DAMAGED FINISH AT CUTS. C. COUNTERTOPS: ANCHOR SECURELY BY SCREWING THROUGH CORNER BLOCKS OF BASE CABINETS OR OTHER SUPPORTS INTO UNDERSIDE OF COUNTERTOP. CAULK SPACE BETWEEN BACKSPLASH AND WALL WITH SEALANT SPECIFIED IN DIVISION 7, SECTION “JOINT SEALANTS.” END OF SECTION 064023 SECTION 079290 JOINT SEALANTS 1.01 SUMMARY A. THIS SECTION INCLUDES JOINT SEALANTS FOR THE FOLLOWING APPLICATIONS, INCLUDING THOSE SPECIFIED BY REFERENCE TO THIS SECTION: 1. EXTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES. 2. EXTERIOR JOINTS IN HORIZONTAL TRAFFIC SURFACES. 3. INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES. 4. INTERIOR JOINTS IN HORIZONTAL TRAFFIC SURFACES. B. SEE DIVISION 8 SECTION “GLAZING”FOR GLAZING SEALANTS. 1.02 PERFORMANCE REQUIREMENTS A. PROVIDE ELASTOMERIC JOINT SEALANTS THAT ESTABLISH AND MAINTAIN WATERTIGHT AND AIRTIGHT CONTINUOUS JOINT SEALS WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATES. 1.05 WARRANTY A. SPECIAL INSTALLER’S WARRANTY: INSTALLER’S STANDARD FORM IN WHICH INSTALLER AGREES TO REPAIR OR REPLACE ELASTOMERIC JOINT SEALANTS THAT DO NOT COMPLY WITH PERFORMANCE AND OTHER REQUIREMENTS SPECIFIED IN THIS SECTION WITHIN SPECIFIED WARRANTY PERIOD. 1. WARRANTY PERIOD: FIVE YEARS FROM DATE OF SUBSTANTIAL COMPLETION. B. SPECIAL MANUFACTURER’S WARRANTY: MANUFACTURER’S STANDARD FORM IN WHICH ELASTOMERIC SEALANT MANUFACTURER AGREES TO FURNISH ELASTOMERIC JOINT SEALANTS TO REPAIR OR REPLACE THOSE THAT DO NOT COMPLY WITH PERFORMANCE AND OTHER REQUIREMENTS SPECIFIED IN THIS SECTION WITHIN SPECIFIED WARRANTY PERIOD. 1. WARRANTY PERIOD: TWENTY YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 2.02 MATERIALS, GENERAL A. COMPATIBILITY: PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES BASED ON TESTING AND FIELD EXPERIENCE. B. VOC CONTENT OF INTERIOR SEALANTS: PROVIDE SEALANTS AND SEALANT PRIMERS FOR USE INSIDE THE WEATHERPROOFING SYSTEM THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART F (EPA METHOD 24): 1. ARCHITECTURAL SEALANTS: 250 G/L. 2. NONMEMBRANE ROOF SEALANTS: 300 G/L. 3. SINGLE-PLY ROOF MEMBRANE SEALANTS: 450 G/L. 4. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L. 5. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L. 6. MODIFIED BITUMINOUS SEALANT PRIMERS: 500 G/L. C. COLORS OF EXPOSED JOINT SEALANTS: AS SELECTED BY ARCHITECT FROM MANUFACTURER’S FULL RANGE. 2.03 SEALANT FOR TRAFFIC JOINTS A. ASTM C920, TYPE S (SINGLE COMPONENT) OR TYPE M (MULTICOMPONENT); GRADE P (POURABLE) OR GRADE NS (NON AG); CLASS 25, USE T AND M; AND OF COLORS AS SELECTED BY ARCHITECT-ENGINEER MANUFACTURER'S STANDARD COLOR CHART. B. ACCEPTABLE MANUFACTURERS AND BRANDS: 1. TREMCO: THC 900 OR DYMERIC. 2. PECORA: UREXPAN NR-200 OR NR-20L. 3. SONNEBORN: SONOLASTIC PAVING JOINT SEALANT. 2.04 SEALANT FOR NON-TRAFFIC JOINTS ASTM C920, TYPE S (SINGLE COMPONENT) OR TYPE M (MULTICOMPONENT);GRADE NS (NONSAG); CLASS 25; USE NT, M, G AND A; AND OF COLORS SELECTED BY ARCHITECT-ENGINEER FROM ACCEPTABLE MANUFACTURERS AND BRANDS: 1. TREMCO: DYMERIC. 2. PECORA: DYNATROL I OR DYUNATROL II. 3. SONNEBORN: SONOLASTIC NPI OR NPII. 4. DOW: DOW CORNING 790 SILICONE BUILDING SEALANT, DOW CORNING 795 SILICONE BUILDING SEALANT, OR DOW CORNING 999 SILICONE GLAZING SEALANT. 2.05 SEALANT COMPOUND A. ASTM C920, TYPE S (SINGLE COMPONENT) OR TYPE M (MULTICOMPONENT); GRADE NS (NONSAG); CLASS 25; USE NT, M, G AND A; AND OF COLORS AS SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLOR CHART. B. ACCEPTABLE MANUFACTURERS AND BRANDS: 1. TREMCO: DYMERIC. 2. PECORA: DYNATROL I OR DYNATROL II. 3. SONNEBORN: SONOLASTIC NPI OR NPII. 4. GENERAL ELECTRIC: SILPRUF WEATHERPROOFING SEALANT. 5. DOW: DOW CORNING 790 SILICONE BUILDING SEALANT, DOW CORNING 795 SILICONE BUILDING SEALANT, OR DOW CORNING 999 SILICONE GLAZING SEALANT. 6. MAMECO: VULKEM 116 AND VULKEM 922. 2.08 MISCELLANEOUS MATERIALS A. PRIMER: MATERIAL RECOMMENDED BY JOINT-SEALANT MANUFACTURER WHERE REQUIRED FOR ADHESION OF SEALANT TO JOINT SUBSTRATES INDICATED, AS DETERMINED FROM PRECONSTRUCTION JOINT-SEALANT SUBSTRATE TESTS AND FIELD TESTS. B. CLEANERS FOR NONPOROUS SURFACES. CHEMICAL CLEANERS ACCEPTABLE TO MANUFACTURERS OF SEALANTS AND SEALANT BACKING MATERIALS, FREE OF OILY RESIDUES OR OTHER SUBSTANCES CAPABLE OF STAINING OR HARMING JOINT SUBSTRATES AND ADJACENT NONPOROUS SURFACES IN ANY WAY, AND FORMULATED TO PROMOTE OPTIMUM ADHESION OF SEALANTS TO JOINT SUBSTRATES. 3.01 PREPARATION A. SURFACE CLEANING OF JOINTS: CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT SEALANTS. 1.CLEAN SURFACES WITH CHEMICAL CLEANERS OR OTHER MEANS THAT DO NOT STAIN, HARM SUBSTRATES, OR LEAVE RESIDUES CAPABLE OF INTERFERING WITH ADHESION OF JOINT SEALANTS. B. JOINT PRIMING: PRIME JOINT SUBSTRATES WHERE RECOMMENDED IN WRITING BY JOINT-SEALANT MANUFACTURER. C. MASKING TAPE: USE MASKING TAPE WHERE REQUIRED TO PREVENT CONTACT OF SEALANT WITH ADJOINING SURFACES THAT OTHERWISE WOULD BE PERMANENTLY STAINED OR DAMAGED BY SUCH CONTACT OR BY CLEANING METHODS REQUIRED TO REMOVE SEALANT SMEARS. REMOVE TAPE IMMEDIATELY AFTER TOOLING WITHOUT DISTURBING JOINT SEAL. 3.02 INSTALLATION A. SEALANT INSTALLATION STANDARD: COMPLY WITH RECOMMENDATIONS IN ASTM C 1193 FOR USE OF JOINT SEALANTS AS APPLICABLE TO MATERIALS, APPLICATIONS, AND CONDITIONS INDICATED. B. INSTALL SEALANT BACKINGS OF TYPE INDICATED TO SUPPORT SEALANTS DURING APPLICATION AND AT POSITION REQUIRED TO PRODUCE CROSS-SECTIONAL SHAPES AND DEPTHS OF INSTALLED SEALANTS RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY. 1. DO NOT LEAVE GAPS BETWEEN ENDS OF SEALANT BACKINGS. 2. DO NOT STRETCH, TWIST, PUNCTURE, OR TEAR SEALANT BACKINGS. 3. REMOVE ABSORBENT SEALANT BACKINGS THAT HAVE BECOME WET BEFORE SEALANT APPLICATION AND REPLACE THEM WITH DRY MATERIALS C. INSTALL BOND-BREAKER TAPE BEHIND SEALANTS WHERE SEALANT BACKINGS ARE NOT USED BETWEEN SEALANTS AND BACKS OF JOINTS. D.1. PLACE SEALANTS SO THEY DIRECTLY CONTACT AND FULLY WET JOINT SUBSTRATES. 2.COMPLETELY FILL RECESSES IN EACH JOINT CONFIGURATION. 3. PRODUCE UNIFORM, CROSS-SECTIONAL SHAPES AND DEPTHS RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY. E. TOOLING OF NONSAG SEALANTS: IMMEDIATELY AFTER SEALANT APPLICATION AND BEFORE SKINNING OR CURING BEGINS, TOOL SEALANTS ACCORDING TO REQUIREMENTS SPECIFIED BELOW TO FORM SMOOTH, UNIFORM BEADS OF CONFIGURATION INDICATED; TO ELIMINATE AIR POCKETS; AND TO ENSURE CONTACT AND ADHESION OF SEALANT WITH SIDES OF JOINT: 1. REMOVE EXCESS SEALANT FROM SURFACES ADJACENT TO JOINTS. 2. USE TOOLING AGENTS THAT ARE APPROVED IN WRITING BY SEALANT MANUFACTURER AND THAT DO NOT DISCOLOR SEALANTS OR ADJACENT SURFACES. 3. PROVIDE CONCAVE JOINT CONFIGURATION PER FIGURE 5A IN ASTM C1193, UNLESS OTHERWISE INDICATED. F. INSTALLATION OF PREFORMED SILICONE-SEALANT SYSTEM: COMPLY WITH MANUFACTURER’S WRITTEN INSTRUCTIONS. G. INSTALLATION OF PREFORMED FOAM SEALANTS: INSTALL EACH LENGTH OF SEALANT IMMEDIATELY AFTER REMOVING PROTECTIVE WRAPPING, TAKING CARE NOT TO PULL OR STRETCH MATERIAL, PRODUCING SEAL CONTINUITY AT ENDS, TURNS, AND INTERSECTIONS OF JOINTS. FOR APPLICATIONS AT LOW AMBIENT TEMPERATURES WHERE EXPANSION OF SEALANT REQUIRES ACCELERATION TO PRODUCE SEAL, APPLY HEAT TO SEALANT IN COMPLIANCE WITH SEALANT MANUFACTURER’S WRITTEN INSTRUCTIONS. H. CLEAN OFF EXCESS SEALANT OR SEALANT SMEARS ADJACENT TO JOINTS AS THE WORK PROGRESSES BY METHODS AND WITH CLEANING MATERIALS APPROVED IN WRITING BY MANUFACTURERS OF JOINT SEALANTS AND OF PRODUCTS IN WHICH JOINTS OCCUR. END OF SECTION 079200 SECTION 092116 GYPSUM BOARD ASSEMBLIES 1.01 SECTION INCLUDES 1. INTERIOR GYPSUM WALLBOARD. 2. TILE BACKING PANELS. 3. NON-LOAD-BEARING STEEL FRAMING. 1.02 SUBMITTALS A. SUBMIT MANUFACTURERS PRODUCT DATA IN ACCORDANCE WITH CONTRACT DOCUMENTS. B. CLEARLY INDICATE SPECIFIC PRODUCTS INTENDED FOR USE AND LOCATIONS FOR EACH PRODUCT. 1.03 DELIVERY, STORAGE, AND HANDLING A. DELIVER MATERIALS IN ORIGINAL PACKAGES BEARING NAME OF MANUFACTURER OR SUPPLIER. B. STORE MATERIALS INSIDE AND KEEP DRY AND PROTECTED FROM WEATHER. STACK GYPSUM PANELS FLAT TO PREVENT SAGGING. 1.04 PROJECT CONDITIONS A. ENVIRONMENTAL LIMITATIONS: COMPLY WITH ASTM C 840 REQUIREMENTS OR GYPSUM BOARD MANUFACTURER’S WRITTEN RECOMMENDATIONS, WHICHEVER ARE MORE STRINGENT. 2.01 MANUFACTURERS A. US GYPSUM B. LA FARGE C. NATIONAL GYPSUM COMPANY 2.02 STEEL FRAMING A. STEEL FRAMING, GENERAL: COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED. 1.STEEL SHEET COMPONENTS: METAL COMPLYING WITH ASTM C 645 REQUIREMENTS. A. PROTECTIVE COATING: 1) INTERIOR APPLICATIONS: MANUFACTURER’S STANDARD CORROSION- RESISTANT ZINC COATING. 2) EXTERIOR APPLICATIONS: ASTM A 653/A 653M, G60 HOT- DIP GALVANIZED ZINC COATING. B. SUSPENDED CEILING AND SOFFIT FRAMING: 1.TIE WIRE: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.0625-INCH DIAMETER WIRE, OR DOUBLE STRAND OF 0.0475-INCH-DIAMETER WIRE. 2.HANGER ATTACHMENTS TO CONCRETE: A. ANCHORS: FABRICATED FROM CORROSION-RESISTANT MATERIALS WITH HOLES OR LOOPS FOR ATTACHING HANGER WIRES AND CAPABLE OF SUSTAINING, A LOAD EQUAL TO FIVE TIMES THAT IMPOSED BY CONSTRUCTION AS DETERMINED BY TESTING ACCORDING TO ASTM E 488 BY AQUALIFIED INDEPENDENT TESTING AGENCY. 1) TYPE: CAST-IN-PLACE ANCHOR, DESIGNED FOR ATTACHMENT TO CONCRETE FORMS. B. POWDER-ACTUATED FASTENERS: FABRICATED FROM CORROSION-RESISTANT MATERIALS, WITH CLIPS OR OTHER DEVICES FOR ATTACHING HANGERS CAPABLE OF SUSTAINING, A LOAD EQUAL TO TEN (10) TIMES THAT IMPOSED BY CONSTRUCTION AS DETERMINED BY TESTING ACCORDING TO ASTM E 1190 BY A QUALIFIED INDEPENDENT TESTING AGENCY. 3. WIRE HANGERS: ASTM A 641/A 641 M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.162-INCH DIAMETER. 4. ROD HANGERS: ASTM A 510 (ASTM A 510M), MILD CARBON STEEL, ¼-INCH DIAMETER WITH PROTECTIVE COATING: ASTM A 153/A 153M, HOT-DIP GALVANIZED. 5. CARRYING CHANNELS: COLD-ROLLED, COMMERCIAL-STEEL SHEET WITH A BASE METAL THICKNESS OF 0.0538 INCH, A MINIMUM ½-INCH-WIDE FLANGE, AND IN DEPTH INDICATED. 6. FURRING CHANNELS (FURRING MEMBERS): A. COLD ROLLED CHANNELS: 0.0538-INCH BARE STEEL THICKNESS, WITH MINIMUM ½-INCH- WIDE FLANGE, ¾ INCH DEEP. B. STEEL STUDS: ASTM C 645, IN DEPTH INDICATED. 1) MINIMUM BASE METAL THICKNESS: 0.0179 INCH. WITH DEPTH OF 1-5/8 INCHES, 2-1/2 INCHES, 3-5/8 INCHES, 6 INCHES. 7. HAT-SHAPED, RIGID FURRING CHANNELS: ASTM C 645, 7/8 INCH DEEP A. MINIMUM BASE METAL THICKNESS: 0.0179 INCH. 8. GRID SUSPENSION SYSTEM FOR INTERIOR CEILINGS: ASTM C 645, DIRECT-HUNG SYSTEM COMPOSED OF MAIN BEAMS AND CROSS-FURRING MEMBERS THAT INTERLOCK. A. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: 1)ARMSTRONG WORLD INDUSTRIES, INC.; FURRING SYSTEMS/DRYWALL 2)CHICAGO METALLIC CORPORATION 2.03 STEEL PARTITION AND SOFFIT FRAMING A. COMPONENTS 1.COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED. 2.STEEL SHEET COMPONENTS: COMPLYING WITH ASTM C 645 REQUIREMENTS FOR METAL AND WITH MANUFACTURER’S STANDARD CORROSION-RESISTANT ZINC COATING. B. STEEL STUDS AND RUNNERS: ASTM C 645. 1. MINIMUM BASE METAL THICKNESS: .0359 25GA. FOR STUD PARTITIONS UNDER 10’-0”IN HEIGHT, 20 GA. FOR STUD PARTITIONS ABOVE 10’-0”IN HEIGHT C. DEEP-LEG DEFLECTION TRACK: ASTM C 645 TOP RUNNER WITH 2-INCH-DEEP FLANGES. D. PROPRIETARY DEFLECTION TRACK: STEEL SHEET TOP RUNNER MANUFACTURED TO PREVENT CRACKING OF GYPSUM BOARD APPLIED TO INTERIOR PARTITIONS RESULTING FROM DEFLECTION OF STRUCTURE ABOVE. 1. ACCEPTABLE PRODUCTS: A. DELTA STAR, INC., SUPERIOR METAL TRIM: SUPERIOR FLEX TRACK SYSTEM (SFT). B. METAL-LITE, INC.; SLOTTED TRACK. E. PROPRIETARY FIRE-STOP TRACK: 1. ACCEPTABLE PRODUCTS A.FIRE TRAK CORP.; FIRE TRAK B.METAL-LITE, INC.; THE SYSTEM. F. FLAT STRAP AND BACKING PLATE: STEEL SHEET FOR BLOCKING AND BRACING TO SUPPORT WALL SUPPORTED EQUIPMENT. 1.MINIMUM BASE METAL THICKNESS: .0747, 14 GA. G. HAT-SHAPED, RIGID FURRING CHANNELS: ASTM C 645. 1.MINIMUM BASE METAL THICKNESS: 0.209 INCH. 2.DEPTH: 7/8 INCH, 1-1/2 INCHES. B. STEEL DRILL SCREWS: ASTM C 1002, UNLESS OTHERWISE INDICATED. 1.USE SCREWS COMPLYING WITH ASTM C 954 FOR FASTENING PANELS TO STEEL MEMBERS FROM 0.033 TO 0.112 INCH THICK. 2.FOR FASTENING CEMENTITIOUS BACKER UNITS, USE SCREWS AS RECOMMENDED BY PANEL MANUFACTURER. 3.01 NON-LOAD-BEARING STEEL FRAMING INSTALLATION A. GENERAL: COMPLY WITH ASTM C 754, AND ASTM C 840 REQUIREMENTS THAT APPLY TO FRAMING INSTALLATION. 1.WHERE STUDS ARE INSTALLED DIRECTLY AGAINST EXTERIOR WALLS, INSTALL ISOLATION STRIP BETWEEN STUDS AND WALL. 2.EXTEND PARTITION FRAMING FULL HEIGHT TO STRUCTURAL SUPPORTS OR SUBSTRATES ABOVE SUSPENDED CEILINGS, EXCEPT WHERE PARTITIONS ARE INDICATED TO TERMINATE AT SUSPENDED CEILINGS. CONTINUE FRAMING OVER FRAMES FOR DOORS AND OPENINGS AND FRAME AROUND DUCTS PENETRATINGPARTITIONS ABOVE CEILING TO PROVIDE SUPPORT FOR GYPSUM BOARD. 3.FRAME DOOR OPENINGS TO COMPLY WITH GA-600 AND WITH GYPSUM BOARD MANUFACTURER’S APPLICABLE WRITTEN RECOMMENDATIONS, UNLESS OTHERWISE INDICATED. SCREW VERTICAL STUDS AT JAMBS TO JAMB ANCHOR CLIPS ON DOOR FRAMES; INSTALL RUNNER TRACK SECTION (FOR CRIPPLE STUDS) AT HEAD AND SECURE TO JAMB STUDS. A.INSTALL TWO STUDS AT EACH JAMB, UNLESS OTHERWISE INDICATED. B.EXTEND JAMB STUDS THROUGH SUSPENDED CEILINGS AND ATTACH TO UNDERSIDE OF FLOOR OR ROOF STRUCTURE ABOVE. 4.FRAME OPENINGS OTHER THAN DOOR OPENINGS THE SAME AS REQUIRED FOR DOOR OPENINGS, UNLESS OTHERWISE INDICATED. INSTALL FRAMING BELOW SILLS OF OPENINGS TO MATCH FRAMING REQUIRED ABOVE DOOR HEADS. B. Z-FURRING MEMBERS: ERECT INSULATION VERTICALLY AND HOLD IN PLACE WITH Z-FURRING MEMBERS. 1.UNTIL GYPSUM BOARD IS INSTALLED, HOLD INSULATION IN PLACE WITH 10-INCH STAPLES FABRICATED FROM 0.0625-INCH-DIAMETER, TIE WIRE AND INSERTED THROUGH SLOT IN WEB OF MEMBER. C. ON PARTITIONS/WALLS, APPLY GYPSUM PANELS VERTICALLY UNLESS OTHERWISE INDICATED OR REQUIRED BY FIRE-RESISTANCE-RATED ASSEMBLY, AND MINIMIZE END JOINTS. 1. STAGGER ABUTTING END JOINTS NOT LESS THAN ONE FRAMING MEMBER IN ALTERNATE COURSES OF BOARD. 2. AT STAIRWELLS AND OTHER HIGH WALLS, INSTALL PANELS HORIZONTALLY, UNLESS OTHERWISE INDICATED OR REQUIRED BY FIRE-RESISTANCE-RATED ASSEMBLY. D. ON Z-FURRING MEMBERS, APPLY GYPSUM PANELS VERTICALLY (PARALLEL TO FRAMING) WITH NO END JOINTS. LOCATE EDGE JOINTS OVER FURRING MEMBERS. E. SINGLE-LAYER FASTENING METHODS: APPLY GYPSUM PANELS TO SUPPORTS WITH STEEL DRILL SCREWS. F. MULTILAYER FASTENING METHODS: FASTEN BASE LAYERS AND FACE LAYERS SEPARATELY TO SUPPORTS WITH SCREWS. G. EXTERIOR CEILINGS AND SOFFITS: APPLY EXTERIOR GYPSUM PANELS WITH END JOINTS STAGGERED AND LOCATED OVER SUPPORTS AND FASTEN WITH CORROSION-RESISTANT SCREWS. H. TILE BACKING PANELS: 1.WATER-RESISTANT GYPSUM BACKING BOARD: INSTALL WITH ¼-INCH GAP WHERE PANELS ABUT OTHER CONSTRUCTION OR PENETRATIONS. 2.CEMENTITIOUS BACKER UNIT APPLICATION: ANSI A108.11. 3.02 FINISHING A. TREAT GYPSUM BOARD JOINTS, INTERIOR ANGLES, EDGE TRIM, CONTROL JOINTS, PENETRATIONS, FASTENER HEADS, SURFACE DEFECTS, AND ELSEWHERE AS REQUIRED TO PREPARE GYPSUM BOARD SURFACES FOR FINISHING. 1. PRE-FILL OPEN JOINTS, ROUNDED OR BEVELED EDGES, AND DAMAGED SURFACE AREAS. 2. APPLY JOINT TAPE OVER GYPSUM BOARD JOINTS, EXCEPT THOSE HAVING FLANGES NOT INTENDED FOR TAPE 3.GLASS-MAT GYPSUM SHEATHING BOARD: FINISH ACCORDING TO MANUFACTURER’S WRITTEN INSTRUCTIONS FOR USE AS EXPOSED SOFFIT BOARD. 4.GLASS-MAT, WATER-RESISTANT BACKING PANELS: FINISH ACCORDING TO MANUFACTURER’S WRITTEN INSTRUCTIONS. B. CEMENTITIOUS BACKER UNITS: FINISH ACCORDING TO MANUFACTURER’S WRITTEN INSTRUCTIONS. END OF SECTION 092116 SECTION 095100 ACOUSTICAL CEILINGS 1.01 QUALITY ASSURANCE A. COMPLY WITH GOVERNING LAWS AND BUILDING CODES AS WELL AS TO CISCA HANDBOOK AND ASTM C 636. 1.02 TESTS B. BURNING CHARACTERISTICS: PROVIDE MATERIALS WHOSE SURFACE BURNING CHARACTERISTICS, WHEN TESTED IN COMPLIANCE WITH ASTM E 84 ARE CLASS A. 1.03 SHOP DRAWINGS A. SUBMIT MANUFACTURERS PRODUCT DATA IN ACCORDANCE WITH CONTRACT DOCUMENTS. B. CLEARLY INDICATE SPECIFIC PRODUCTS FOR USE IN EACH ROOM OR SPACE. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. DELIVER MATERIALS IN ORIGINAL PACKAGES, BEARING MANUFACTURER’S NAME, BRAND NAMES, TYPE OF MATERIAL. B. STORE MATERIALS IN VENTILATED INTERIOR SPACES, ABOVE FLOORS, UNDER COVER, AWAY FROM ANY DAMP SURFACES. 2.01 SUSPENSION SYSTEM A. SUSPENSION SYSTEM: PROVIDE MANUFACTURERS COMMERCIAL QUALITY COLD-ROLLED, ELECTRO- GALVANIZED STEEL GRID SYSTEM, COMPLYING WITH ASTM C 635 FOR “INTERMEDIATE-DUTY SYSTEM”. PROVIDE GRID MODULES TO MATCH CEILING PANEL SIZES. PROVIDE MANUFACTURER’S STANDARD WHITE BAKED ENAMEL FINISH ON EXPOSED SURFACES 9/16 INCH GRID FACE UNLESS OTHERWISE INDICATED. 1. CHICAGO METALLIC CORPORATION 2. USG INTERIORS, INC. 3. NATIONAL ROLLING MILLS 4. TECHNICAL CEILING SYSTEMS B. ATTACHMENT DEVICES: PROVIDE ATTACHMENT DEVICES SIZED FOR FIVE TIMES DESIGN LOAD INDICATED BY ASTM C 635, TABLE 1, FOR DIRECT HUNG. C. HANGER WIRE: ASTM A 641, GALVANIZED, SOFT TEMPER, PRESTRETCHED, CLASS 1 COATING, MINIMUM 12 GAGE. SIZE WIRE SO THAT STRESS AT THREE TIMES HANGER DESIGN LOAD GIVEN IN ASTM C 635, TABLE 1, DIRECT HUNG, WILL BE LESS THAN THE YIELD STRESS OF THE WIRE. D. MOLDINGS AND TRIM: PROVIDE MANUFACTURER’S STANDARD PROFILES TO SUIT EDGE CONDITIONS, PANEL PROFILE AND PENETRATIONS. PROVIDE CUSTOM FABRICATED WORK AS REQUIRED TO PROVIDE EXACT FIT. 2.02 ACOUSTICAL PANELS A. PROVIDE ARMSTRONG "DUNE" 2X2 ACOUSTIC TILES UNLESS OTHERWISE NOTED. B. HOLD DOWN CLIPS: AT ENTRANCES AND WHERE HOLD DOWN CLIPS ARE REQUIRED, PROVIDE MANUFACTURER’S STANDARD ‘HOLD DOWN’CLIP. 3.01 INSPECTION A. THE INSTALLER SHALL EXAMINE THE EXISTING FIELD CONDITIONS AND NOTIFY CONTRACTOR IN WRITING, OF CONDITIONS DETRIMENTAL TO PROPER COMPLETION OF THE W ORK. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. BEGINNING WORK MEANS INSTALLER ACCEPTS SUBSTRATES AND CONDITIONS. SECTION 01012 INFORMATION AND PROCEDURES INSTRUCTIONS (RFI) 1.01 GENERAL A. THIS SECTION CONTAINS THE PROCEDURES TO BE FOLLOWED BY THE CONTRACTOR UPON DISCOVERY OF ANY APPARENT CONFLICTS, OMISSIONS, OR ERRORS IN THE CONTRACT DOCUMENTS OR UPON HAVING ANY QUESTION CONCERNING INTERPRETATION. 1.02 PROCEDURES A. NOTIFICATION BY CONTRACTOR. 1. SUBMIT ALL REQUESTS FOR CLARIFICATION OR ADDITIONAL INFORMATION (RFIS) IN WRITING TO THE ARCHITECT'S OFFICE. 2. NUMBER RFI'S SEQUENTIALLY. 3. LIMIT EACH RFI TO ONE (1) SUBJECT. END OF SECTION 01012 O F STATE A DIROLF RE GIS TIHCRATERED ECTAR 6897 Raul Ocampo. JR DWG IDENTIFICATION 10489 SOUTHWEST MEETING ST TRADITION, PORT ST. LUCIE, FL 34987 ARCHITECTURE | URBAN DESIGN TEL. (772) 286 9004 REGISTRATIONS HELD IN THE FOLLOWING STATES: CALIFORNIA, COLORADO, FLORIDA GEORGIA, NORTH CAROLINA MISSISSIPPI, TEXAS DRAWN BY:DATE:CHECKED BY: DESIGN CD BID THIS DRAWING HAS BEEN ISSUED ON THE DATE SHOWN & FOR THE PURPOSE NOTED TR/ST 1 2 3 4 C B A 1 2 3 4 C B A JOB FILE NUMBER:CONTRACT DOCUMENTS FOR:ADDRESS:REVISIONS: A R C H I T E C T U R E U R B A N D E S I G N PLANNING INTERIORS PLANNING | INTERIORS 06/25/2021 - - THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. ARCHITECTS DESIGN COLLABORATIVE, LLC HEREBY PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS. THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS ARE NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL OF ARCHITECT. THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN DIMENSIONS SHALL GOVERN). ANY DISCREPANCY BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND BETWEEN THEM AND FIELD CONDITIONS SHALL BE RESOLVED IN WRITING THRU THIS OFFICE (772) 286 9004. THESE PLANS ARE NOT TO BE SUBMITTED FOR PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. www. ADC-ARCHITECTS.NET Z:\_All_DWGs\_2021_Dwgs\I Dwgs\I-21139 - Baron Academy\2-Working Dwgs\RVT\21139_Baron Academy _REV1.rvt8/30/2021 11:23:47 AMA002 8557 COMMERCE CENTRE DRIVE, PORT ST. LUCIE, FL 34986BARON ACADEMY21-21139 Designer Author Approver GENERAL NOTES AND DATARENOVATIONPORT ST. LUCIE, FL08/30/2021 No.Description Date SECTION 095100 ACOUSTICAL CEILINGS (CONTINUED) 3.02 PREPARATION AND INSTALLATION –GENERAL A. COMPLY WITH MANUFACTURER’S RECOMMENDATIONS AND INSTRUCTIONS. B. CONDITION ACOUSTICAL CEILING MATERIALS TO TEMPERATURE AND HUMIDITY WHICH APPROXIMATE THOSE THAT WILL BE PRESENT WHEN SPACES ARE OCCUPIED BY UNPACKING AND SEPARATING MATERIAL 24 HOURS PRIOR TO INSTALLATION. C. COORDINATE INSTALLATION TO ENSURE PROPER LOCATIONS OF OTHER WORK SUCH AS LIGHT FIXTURES, MECHANICAL FIXTURES AND FIRE PROTECTION SYSTEMS. D. LAYOUT: MEASURE EACH AREA AND LAYOUT CEILINGS TO BALANCE PANEL WIDTHS ON OPPOSITE EDGES OF EACH CEILING IN BOTH DIRECTIONS. AVOID USE OF LESS THAN ½ WIDTH CEILING UNITS. FOLLOW LAYOUTS ON PLANS. E. FINISH ACOUSTICAL CEILINGS SHALL BE LEVEL TO WITHIN 1/8 IN.IN 10 FT. WITH TOTAL ACCUMULATED ERROR NOT TO EXCEED ½ IN. F. USE WHITE, CLEAN GLOVES WHEN HANDLING CEILING MATERIALS. 3.03 HANGERS A. LOOPING OVER BOTTOM WEB OF JOISTS AND TWIST FREE END THREE TIMES AROUND HANGER. B. SECURE HANGERS TO METAL DECK BY LOOPING THROUGH STAMPED HANGER TABS IN DECKING, AND TWISTING FREE ENDS THREE TIMES AROUND WIRE. C. LOCATE HANGERS TO ADEQUATELY SUPPORT CEILING SYSTEM AND OTHER SUSPENDED FIXTURES. D. WHERE SIZE OF DUCTS PREVENTS STANDARD SPACING OF HANGERS, PLACE MAIN RUNNERS CLOSER OGETHER TO PROVIDE BETTER SPANNING ABILITY; WHERE THIS CANNOT BE ACCOMPLISHED, PROVIDE TWO INCH HOT ROLLED STEEL CHANNEL SPACED AS REQUIRED, SUSPENDED AT EACH SIDE OF DUCT TO BRIDGE DUCT TO ALLOW STANDARD SPACING OF HANGERS. E. PROVIDE ADDITIONAL HANGERS AT GRID MEMBERS SUPPORTING LIGHT FIXTURES. LOCATE ADDITIONAL HANGERS WITHIN 6 INCHES OF FIXTURE CORNERS SO THAT GRID MEMBERS REMAIN RIGID AND LEVEL AFTER FIXTURES ARE INSTALLED 3.04 SUSPENSION SYSTEM A. INSTALL IN ACCORD WITH ASTM C636. INSTALL SUSPENSION SYSTEM TO A TOLERANCE OF 1/8 INCH IN 12 FEET. B. SUPPORT MAIN RUNNERS DIRECTLY FROM HANGERS; DO NOT BEAR ON WALLS AND PARTITIONS. C. STRUTS: IN FIRE RATED CEILING ASSEMBLIES, IN ADDITION TO HANGERS, INSTALL ONE STRUT FOR EACH64 SQUARE FEET OF CEILING AREA. ATTACH STRUTS TO OVERHEAD STRUCTURE AND MAIN RUNNERS. D. INSTALL ANGLE MOULDING AS INDICATED AT PERIMETERS OF ACOUSTICAL PANEL CEILINGS IN ACCORD WITH THE FOLLOWING: 1. AT METAL STUD AND METAL FURRED AREAS, SECURE MOULDINGS WITH SELF-TAPPING SHEET METAL SCREWS DRIVEN INTO STUDS OR FURRING AT 24 INCHES ON CENTER MAXIMUM. 2. AT CONCRETE AREAS AND MASONRY AREAS SECURE MOULDINGS WITH SCREWS IN ACCEPTED SHIELDS AT 24 INCHES ON CENTER MAXIMUM E. INSTALL MITER MOULDING AT BREAKS IN ACOUSTICAL PANEL CEILINGS. SECURE WITH POP BLIND RIVETS TO SUSPENDED TEES. 3.05 ACOUSTICAL PANELS A. ACCURATELY FIT ACOUSTICAL PANELS IN SUSPENSION SYSTEM. CUT PANELS AS REQUIRED TO FIT ABUTTING SURFACES. B. AT CEILING BREAKS, SECURE PANELS IN VERTICAL GRID MEMBERS W ITH SPRING TYPE HOLD DOWN CLIPS. C. INSTALL ACOUSTICAL PANELS IN STRICT ACCORDANCE WITH MANUFACTURER’S PRINTED INSTRUCTIONS. 3.06 CLEANING A. PROTECT THE WORK OF OTHER TRADES AND WORK OF THIS SECTION ALREADY INSTALLED AGAINST SOILING AND DAMAGE. REPAIR OR REPLACE ANY WORK SO DAMAGED OR SOILED. END OF SECTION 095100 SECTION 09900 PAINTING 1.01 DESCRIPTION OF WORK A. PROVIDE PAINTING AND FINISHING WORK THROUGHOUT INTERIOR AND EXTERIOR OF PROJECT AS INDICATED AND SCHEDULED ON THE MATERIAL AND COLOR SCHEDULE. B. EXAMINE CONTRACT DOCUMENTS TO DETERMINE FULL EXTENT OF PAINTING AND FINISHING WORK REQUIRED. MATERIALS PROVIDED UNDER OTHER SECTIONS THAT NEED PAINTING OR FINISHING, SHALL BE PAINTED AND FINISHED TO UNDER WORK OF THIS SECTION, UNLESS SPECIFICALLY SCHEDULED HEREIN TO BE LEFT UNFINISHED. C. PREPARATORY WORK OF SURFACES TO RECEIVE PAINT SHALL BE INCLUDED AS WORK OF THIS SECTION. 1.02 SUBMITTALS A. SUBMIT FOR REVIEW, PRODUCT DATA, INCLUDING PAINT LABEL ANALYSIS AND APPLICATION INSTRUCTIONS, VOC INFORMATION FOR EACH PRODUCT PROPOSED. B. A MINIMUM OF 15 DAYS PRIOR TO INITIATING THIS WORK, SUBMIT TO ARCHITECT FOR COLOR SELECTION AND REVIEW, MANUFACTURER’S FULL RANGE OF STANDARD COLOR CHIPS (COLORS SELECTED BY ARCHITECT MAY NOT NECESSARILY BE MANUFACTURER’S STANDARD COLORS). 1.03 QUALITY ASSURANCE A. PREPARATION AND WORKMANSHIP: COMPLY WITH REQUIREMENTS IN "MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL" FOR PRODUCTS AND PAINT SYSTEMS INDICATED. B. SOURCE: PROVIDE PRIMERS AND UNDERCOAT PAINT PRODUCED BY SAME MANUFACTURER OF FINISH COATS FOR EACH SUBSTRATE. C. MOCK-UPS: PRIOR TO COMMENCING WORK OF THIS SECTION, PROVIDE 100 SQ. FT. MOCK-UPS OF EACH COLOR, PAINT SYSTEM, AND SUBSTRATE AT LOCATIONS ACCEPTABLE TO THE ARCHITECT. D. MAINTAIN INDOOR TEMPERATURE AT MINIMUM 65O F DURING APPLICATION AND DRYING OF PAINTS. 1.04 MAINTENANCE PAINT A. FURNISH OWNER WITH ADDITIONAL THREE-PERCENT (3%), BUT NOT LESS THAN ONE (1) GALLON OF EACH MATERIAL AND COLOR APPLIED. 1.05 DELIVERY, STORAGE, AND HANDLING A. DELIVER MATERIALS TO PROJECT SITE IN MANUFACTURER’S ORIGINAL, UNOPENED PACKAGES AND CONTAINERS. 1.06 SPECIAL PROTECTION A. USE ALL MEANS NECESSARY TO PROTECT PAINT MATERIALS BEFORE, DURING AND AFTER APPLICATION AND TO PROTECT THE INSTALLED WORK AND MATERIALS OF ALL OTHER TRADES. 2.01 PAINT, MATERIALS A. VOC CONTENT OF FIELD-APPLIED INTERIOR PAINTS AND COATINGS: PROVIDE PRODUCTS THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT (THESE REQUIREMENTS DO NOT APPLY TO PAINTS AND COATINGS THAT ARE APPLIED IN A FABRICATION OR FINISHING SHOP): 1. FLAT PAINTS, COATINGS, AND PRIMERS: VOC CONTENT OF NOT MORE THAN 50 G/L. 2. NONFLAT PAINTS, COATINGS, AND PRIMERS: VOC CONTENT OF NOT MORE THAN 150 G/L. 3. CANTI-CORROSIVE AND ANTI-RUST PAINTS APPLIED TO FERROUS METALS: VOC NOT MORE THAN 250 G/L. 4. FLOOR COATINGS: VOC NOT MORE THAN 100 G/L. 5. SHELLACS, CLEAR: VOC NOT MORE THAN 730 G/L. 6. SHELLACS, PIGMENTED: VOC NOT MORE THAN 550 G/L. 7. AROMATIC COMPOUNDS: PAINTS AND COATINGS SHALL NOT CONTAIN MORE THAN 1.0 PERCENT BY WEIGHT OF TOTAL AROMATIC COMPOUNDS (HYDROCARBON COMPOUNDS CONTAINING ONE OR MORE BENZENE RINGS). 8. RESTRICTED COMPONENTS: PAINTS AND COATINGS SHALL NOT CONTAIN ANY OF THE FOLLOWING: A. ACROLEIN, ACRYLONITRILE, ANTIMONY, BENZENE, BUTYL BENZYL PHTHALATE, CADMIUM, DI (2-ETHYLHEXYL) PHTHALATE, DI-N-BUTYL PHTHALATE, DI-N-OCTYL PHTHALATE, 1,2- DICHLOROBENZENE, DIETHYL PHTHALATE, DIMETHYL PHTHALATE, ETHYLBENZENE, FORMALDEHYDE, HEXAVALENT CHROMIUM, ISOPHORONE, LEAD, MERCURY, METHYL ETHYL KETONE, METHYL ISOBUTYL KETONE, METHYLENE CHLORIDE, NAPHTHALENE, TOLUENE (METHYLBENZENE).1,1,1-TRICHLOROETHANE, VINYL CHLORIDE. B. COLORS: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. 2.02 MANUFACTURERS 1. PPG INDUSTRIES, INC. (PITTSBURGH PAINTS) (412)434-3131) WWW.PPG.COM. 2. BENJAMIN MOORE & CO. (BENJAMIN MOORE) (888)236-6667 WWW.BENJAMINMOORE.COM 3. SHERWIN WILLIAMS CO. (SHERWIN-WILLIAMS) (216) 566-000.WWW.SHERWINWILLIAMS.COM A. MATERIAL COMPATIBILITY: PROVIDE BLOCK FILLERS, PRIMERS, AND FINISH-COAT MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH THE SUBSTRATES INDICATED. 3.01 PRIMING A. SHOP PRIMED SURFACES NEED NOT RECEIVE A FIELD PRIME COAT, EXCEPT FOR TOUCH-UP WHERE NECESSARY. FEATHER OUT EDGES TO MAKE TOUCH-UP PAINT INCONSPICUOUS. B. REMOVE ALL RUST, SCALE AND LOOSE SHOP PAINT FROM METAL WORK BY WIRE BRUSHING OR SANDING AND PRIME BASE METAL BEFORE PROCEEDING WITH FINISH COATS. C. SPOT PRIME ALL EXPOSED SCREW HEADS, NAILS AND OTHER METALS WHICH ARE TO BE PAINTED WITH EMULSION PAINTS, USING A PRIMER RECOMMENDED BY THE MANUFACTURER OF THE PAINT SYSTEM. 3.02 APPLICATION A. APPLY PAINT EVENLY, UNDER ADEQUATE ILLUMINATION, FREE FROM SAGS, RUNS, HOLIDAYS, CRAWLS AND OTHER DEFECTS. B. APPLY EACH COAT OF PAINT AT PROPER CONSISTENCY AS RECEIVED FROM CONTAINER AND BRUSH OUT WELL TO SHOW A MINIMUM OF BRUSH MARKS. C. DO NOT EXCEED AVERAGE RATE OF COVERAGE RECOMMENDED BY PAINT MANUFACTURER. MINIMUM DRY FILM THICKNESS PER COAT SHALL NOT BE LESS THAN THAT RECOMMENDED BY MANUFACTURER. D. REFINISH A WHOLE WALL WHERE A PORTION OF FINISH HAS BEEN DAMAGED OR IS UNSATISFACTORY, DUE TO WORK OF THIS SECTION. SO NOT SPOT REFINISH. E. MINIMUM DRYING TIME SHALL NOT BE LESS THAN THAT RECOMMENDED BY PAINT MANUFACTURER.. F. IF NOT PREFINISHED, SEAL, PRIME AND FINISH TOPS, BOTTOMS, EDGES AND CUTOUTS OF DOORS, INCLUDING CASEWORK DOORS, TO MATCH COLOR OF DOOR SURFACES. G. FINISH CLOSETS AND ALCOVES AS SPECIFIED FOR ADJOINING ROOMS. H. FINISHED WORK SHALL BE UNIFORM AS TO SHEEN, GLOSS, COLOR AND TEXTURE. I. KEEP SPRINKLER HEADS FREE OF PAINT. REPLACE PAINT SPATTERED OR COATED SPRINKLER HEADS. J. REMOVE GRILLES, COVERS AND ACCESS PANELS FOR MECHANICAL AND ELECTRICAL SYSTEMS FROM LOCATION AND PAINT SEPARATELY, IF THESE ITEMS ARE NOT FACTORY FINISHED. PAINT WORK TO MATCH ADJACENT WALLS AND CEILINGS, UNLESS DIRECTED OTHERWISE. K. PAINT INTERIOR SURFACES OF DUCTS, WHICH ARE VISIBLE THROUGH GRILLES AND LOUVERS, WITH PRIMER AND ONE COAT OF FLAT BLACK METAL PAINT TO LIMIT OF SIGHT LINE. L. PAINT BOTH SIDES AND ALL EDGES OF PLYWOOD BACKBOARDS FOR TELEPHONE AND ELECTRICAL EQUIPMENT BEFORE INSTALLATION OF BACKBOARDS. PAINT CONDUITS, MO UNTING ACCESSORIES AND OTHER UNFINISHED ITEMS. 3.03 SURFACE FINISHES A. PRIME AND FINISH PAINT ALL SURFACES EXPOSED-TO-VIEW INCLUDING, BUT NOT LIMITED TO, WOODWORK, DOORS, FRAMES, GLAZING STOPS, WALLS AND CEILINGS, HANGERS, SUPPORTS, STRUCTURAL STEEL, MISCELLANEOUS STEEL, MECHANICAL AND ELECTRICAL SERVICES, MATERIALS AND EQUIPMENT. DO NOT PAINT METALS AND PREFINISHED MATERIALS AS SPECIFIED IN ARTICLE 3.03 APPLICATION. 3.04 SPECIAL CLEANING A. CLEAN OFF ANY PAINT SPOTTING OR BLEMISHES FROM WORK NOT INTENDED TO RECEIVE PAINTING TREATMENT AND LEAVE WORK IN ORIGINAL CONDITION.ENTIRELY REINSTATE, AT THIS SECTION’S OWN EXPENSE, ANY SURFACE NOT TO BE PAINTED, BUT SOILED AND ATTRIBUTABLE TO THIS SECTION DUE TO SPILLAGE, MIXING OF MATERIAL OR ANY OTHER CAUSE. END OF SECTION 099000 SECTION 06 20 00 FINISH CARPENTRY PART 1 -GENERAL 1.1 SUMMARY A. SECTION INCLUDES BUT IS NOT LIMITED TO: 1. INTERIOR MILLWORK 2. SEATS AND BENCHES 3. COUNTER SHELF 4. COUNTER OR WORK TOPS 5. WALL PANELING 6. PEGBOARD (PERFORATED HARDBOARD) 7. MOUNTING STRIPS, SHELVES, AND RODS 8. CHAIR RAIL 9. MOLDINGS 10. BASE 11. WOOD BUMPERS 1.2 DELIVERY, STORAGE AND HANDLING A. DELIVER PRODUCTS IN MANUFACTURER'S ORIGINAL SEALED PACKAGING. B. MARK PACKAGING, LEGIBLY. INDICATE MANUFACTURER'S NAME OR BRAND, TYPE, COLOR,PRODUCTION RUN NUMBER, AND MANUFACTURE DATE. C. BEFORE INSTALLATION, RETURN OR DISPOSE OF PRODUCTS WITHIN DISTORTED, DAMAGED, OR OPENED PACKAGING. D. STORE PRODUCTS INDOORS IN DRY, WEATHERTIGHT CONDITIONED FACILITY. E. PROTECT PRODUCTS FROM DAMAGE DURING HANDLING AND CONSTRUCTION OPERATIONS. 1.3 FIELD CONDITIONS A. ENVIRONMENT: 1. INSTALL PRODUCTS WHEN BUILDING IS PERMANENTLY ENCLOSED AND WHEN WET CONSTRUCTION IS COMPLETED, DRIED, AND CURED. 2. DO NOT INSTALL FINISH LUMBER OR MILLWORK IN ANY ROOM OR SPACE WHERE WET PROCESS SYSTEMS SUCH AS CONCRETE, MASONRY, OR PLASTER WORK IS NOT COMPLETE AND DRY. B. FIELD MEASUREMENTS: VERIFY FIELD CONDITIONS AFFECTING FABRICATION AND INSTALLATION. SHOW FIELD MEASUREMENTS ON SUBMITTAL DRAWINGS. 1. COORDINATE FIELD MEASUREMENT AND FABRICATION SCHEDULE TO AVOID DELAY. 1.4 MATERIALS A. GRADING AND MARKING: FACTORY MARK WITH GRADE STAMP LUMBER AND PLYWOOD OF INSPECTION AGENCY APPROVED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARD COMMITTEE. B. LUMBER: 1. SIZES: A. LUMBER SIZE REFERENCES, UNLESS OTHERWISE SPECIFIED, ARE NOMINAL SIZES, AND ACTUAL SIZES WITHIN MANUFACTURING TOLERANCES ALLOWED BY THE STANDARD UNDER WHICH PRODUCT IS PRODUCED. B. MILLWORK, STANDING AND RUNNING TRIM, AND RAILS: ACTUAL SIZE AS SHOWN OR SPECIFIED. 2. HARDWOOD: MM-L-736, SPECIES AS SPECIFIED FOR EACH ITEM. 3. SOFTWOOD: PS-20, EXPOSED TO VIEW APPEARANCE GRADES: A. USE C SELECT OR D SELECT, VERTICAL GRAIN FOR TRANSPARENT FINISH INCLUDING STAIN TRANSPARENT FINISH. B. USE PRIME FOR PAINTED OR OPAQUE FINISH. 4. USE EDGE GRAIN WOOD MEMBERS EXPOSED TO WEATHER. 5. MOISTURE CONTENT: A. 32 MM (1-1/4 INCHES) OR LESS NOMINAL THICKNESS: 12 PERCENT ON 85 PERCENT OF THE PIECES AND 15 PERCENT ON THE REMAINDER. B. OTHER MATERIALS: ACCORDING TO STANDARDS UNDER WHICH THE PRODUCTS ARE PRODUCED. 6. FIRE RETARDANT TREATMENT: MIL.SPEC.MIL-L-19140E. A. TREATMENT AND PERFORMANCE INSPECTION BY AN INDEPENDENT AND QUALIFIED TESTING AGENCY THAT ESTABLISHES PERFORMANCE RATINGS. B. EACH PIECE OF TREATED MATERIAL BEAR IDENTIFICATION OF THE TESTING AGENCY AND INDICATE PERFORMANCE ACCORDING TO SUCH RATING OF FLAME SPREAD AND SMOKE DEVELOPED. C. TREAT WOOD FOR MAXIMUM FLAME SPREAD OF 25 AND SMOKE DEVELOPED OF 25. D. FIRE RESISTANT SOFTWOOD PLYWOOD: 1) GRADE A, EXTERIOR, PLYWOOD FOR TREATMENT. 2) SURFACE BURNING CHARACTERISTICS: WHEN TESTED ACCORDING TO ASTM E84. A) FLAME SPREAD: 0 TO 25. B) SMOKE DEVELOPED: 100 MAXIMUM. E. FIRE RESISTANT HARDWOOD PLYWOOD: 1) CORE: FIRE RETARDANT TREATED SOFTWOOD PLYWOOD. 2) HARDWOOD FACE AND BACK VENEERS UNTREATED. 3) FACTORY SEAL PANEL EDGES. C. PLYWOOD: 1. SOFTWOOD PLYWOOD: DOC PS1. A. PLYWOOD, 13 MM (1/2 INCH) AND THICKER; MINIMUM FIVE PLY CONSTRUCTION, EXCEPT 32 MM (1-1/4 INCH) THICK PLYWOOD MINIMUM SEVEN PLY. B. PLASTIC LAMINATE PLYWOOD CORES: 1) EXTERIOR TYPE, AND SPECIES GROUP. 2) VENEER GRADE: A-C. C. SHELVING PLYWOOD: 1) INTERIOR TYPE, ANY SPECIES GROUP. 2) VENEER GRADE: A-B OR B-C. D. OTHER: AS SPECIFIED FOR ITEM. 2. HARDWOOD PLYWOOD: HPVA: HP.1. A. SPECIES OF FACE VENEER: AS SHOWN OR AS SPECIFIED WITH EACH PARTICULAR ITEM. B. GRADE: 1) TRANSPARENT FINISH: TYPE II (INTERIOR) A GRADE VENEER. 2) PAINT FINISH: TYPE II (INTERIOR) SOUND GRADE VENEER. C. SPECIES AND CUT: PLAIN SLICED RED OAK //ROTARY CUT WHITE BIRCH // UNLESS SPECIFIED OTHERWISE. D. PARTICLEBOARD: NPA A208.1, //TYPE 1, GRADE 1-M-3 // TYPE 2, GRADE 2-M-2 //. 1. PLASTIC LAMINATE PARTICLEBOARD CORES: A. //TYPE 1, GRADE 1-M-3, // TYPE 2, GRADE 2-M-2,// UNLESS OTHERWISE SPECIFIED. B. //TYPE 2, GRADE 2-M-2, EXTERIOR BOND, FOR TOPS WITH SINKS.// E. BUILDING BOARD (HARDBOARD): 1. ANSI/AHA A135.4, 6 MM (1/4 INCH) THICK UNLESS SPECIFIED OTHERWISE. 2. PERFORATED HARDBOARD (PEGBOARD): TYPE 1, TEMPERED PERFORATED 6 MM (1/4 INCH) DIAMETER HOLES, ON 25 MM (1 INCH) CENTERS EACH WAY, SMOOTH SURFACE ONE SIDE. 3. //WALL PANELING AT GAS CHAIN RACK: TYPE 1, TEMPERED, FIRE RETARDANT TREATED, SMOOTH SURFACE ON SIDE.// F. PLASTIC LAMINATE: NEMA LD-3. 1. EXPOSED LAMINATE SURFACES INCLUDING COUNTERTOPS, AND SIDES OF CABINET DOORS: GRADE HGL. 2. CABINET INTERIORS INCLUDING SHELVING: NEMA, CLS AS A MINIMUM,WITH THE FOLLOWING: A. PLASTIC LAMINATE CLAD PLYWOOD OR PARTICLE BOARD. B. RESIN IMPREGNATED DECORATIVE PAPER THERMALLY FUSED TO PARTICLE BOARD. 3. PLASTIC LAMINATE COVERED WOOD TOPS BACKING: GRADE HGP. 4. POSTFORMED SURFACES: GRADE HGP. G. STAINLESS STEEL: ASTM A240, TYPE 302 OR 304. H. CAST ALUMINUM: ASTM B26. I. EXTRUDED ALUMINUM: ASTM B221. 1.5 FABRICATION A. GENERAL: 1. AWI CUSTOM GRADE FOR INTERIOR MILLWORK. 2. FINISH WOODWORK, FREE FROM PITCH POCKETS. 3. TRIM, STANDARD STOCK MOLDING AND MEMBERS OF SAME SPECIES, EXCEPT WHERE SPECIAL PROFILES ARE SHOWN. 4. PLYWOOD, MINIMUM 13 MM (1/2 INCH), UNLESS OTHERWISE SHOWN ON DRAWINGS OR SPECIFIED. 5. EDGES OF MEMBERS IN CONTACT WITH CONCRETE OR MASONRY HAVING A SQUARE CORNER CAULKING REBATE. 6. FABRICATE MEMBERS LESS THAN 4 M (14 FEET) IN LENGTH FROM ONE PIECE OF LUMBER, BACK CHANNELED AND MOLDED A SHOWN. 7. FABRICATE INTERIOR TRIM AND ITEMS OF MILLWORK TO BE PAINTED FROM JOINTED, BUILT-UP, OR LAMINATED MEMBERS, UNLESS OTHERWISE SHOWN ON DRAWINGS OR SPECIFIED. 8.PLASTIC LAMINATE WORK: A.FACTORY GLUED TO EITHER A PLYWOOD OR A PARTICLE BOARD CORE, THICKNESS AS SHOWN ON DRAWINGS OR SPECIFIED. B.COVER EXPOSED EDGES WITH PLASTIC LAMINATE, EXCEPT WHERE ALUMINUM, STAINLESS STEEL, OR PLASTIC MOLDED EDGE STRIPS ARE SHOWN ON DRAW INGS OR SPECIFIED. USE PLASTIC MOLDED EDGE STRIPS ON 19 MM (3/4 INCH) THICK OR THINNER CORE MATERIAL. C.PROVIDE PLASTIC BACKING SHEET ON UNDERSIDE OF COUNTERTOPS, VANITY TOPS, THRU-WALL COUNTER //AND SILLS // INCLUDING BACK SPLASHES AND END SPLASHES OF COUNTERTOPS. D.USE BACKING SHEET ON CONCEALED LARGE PANEL SURFACE WHEN DECORATIVE FACE DOES NOT OCCUR. 1.6 INSTALLATION A.INSTALLATION: 1. PRIME MILLWORK RECEIVING TRANSPARENT FINISH AND BACK-PAINT CONCEALED SURFACES. 2. FASTEN TRIM WITH FINE FINISHING NAILS, SCREWS, OR GLUE AS REQUIRED. 3. SET NAILS FOR PUTTY STOPPING. PROVIDE WASHERS UNDER BOLT HEADS WHERE NO OTHER BEARING PLATE OCCURS. 4. SEAL CUT EDGES OF FIRE RETARDANT TREATED WOOD MATERIALS WITH A CERTIFIED ACCEPTABLE SEALER. 5. COORDINATE WITH PLUMBING AND ELECTRICAL WORK FOR INSTALLATION OF FIXTURES AND SERVICE CONNECTIONS IN MILLWORK ITEMS. 6. PLUMB AND LEVEL ITEMS UNLESS SHOWN OTHERWISE. 7. NAIL FINISH AT EACH BLOCKING, LOOKOUT, OR OTHER NAILER AND INTERMEDIATE POINTS; TOGGLE OR EXPANSION BOLT IN PLACE WHERE NAILS ARE NOT SUITABLE. 8. APPLY ADHESIVE UNIFORMLY FOR FULL CONTACT BETWEEN FINISH MILLWORK AND SUBSTRATE. 1.7 CLEANING A. REMOVE EXCESS ADHESIVE BEFORE ADHESIVE SETS. B. CLEAN EXPOSED SURFACES. REMOVE CONTAMINANTS AND STAINS. C. TOUCH UP DAMAGED FACTORY FINISHES. 1. REPAIR PAINTED SURFACES WITH TOUCH UP PRIMER. 1.8 PROTECTION A. PROTECT FINISH CARPENTRY FROM TRAFFIC AND CONSTRUCTION OPERATIONS. B. COVER FINISH CARPENTRY WITH REINFORCED KRAFT PAPER, AND PLYWOOD OR HARDBOARD. C. REMOVE PROTECTIVE MATERIALS IMMEDIATELY BEFORE ACCEPTANCE. D. REPAIR DAMAGE. END OF SECTION 062000 SECTION 08 70 00 FINISH HARDWARE THE WORK IN THIS SECTION SHALL INCLUDE FURNISHING OF ALL ITEMS OF FINISH HARDWARE AS HEREINAFTER SPECIFIED OR OBVIOUSLY NECESSARY TO COMPLETE THE BUILDING. HARDWARE PROVIDER SHALL COORDINATE HARDWARE WITH CARD READER AND ALARM PROVIDER. CONTRACTOR SHALL SUBMIT HARDWARE SCHEDULE FOR APPROVAL. A. FURNISH LABOR AND MATERIAL TO COMPLETE HARDWARE WORK INDICATED, AS SPECIFIED HEREIN, OR AS MAY BE REQUIRED BY ACTUAL CONDITIONS AT BUILDING. B. INCLUDE ALL NECESSARY SCREWS, BOLTS, EXPANSION SHIELDS, OTHER DEVICES, IF NECESSARY, AS REQUIRED FOR PROPER HARDWARE APPLICATION. THE HARDWARE SUPPLIER SHALL ASSUME ALL RESPONSIBILITY FOR CORRECT QUANTITIES. C. ALL HARDWARE SHALL MEET THE REQUIREMENTS OF FEDERAL, STATE AND LOCAL CODES HAVING JURISDICTION OVER THIS PROJECT, NOTWITHSTANDING ANY REAL OR APPARENT CONFLICT THEREWITH IN THESE SPECIFICATIONS. D. FIRE-RATED OPENINGS: 1. PROVIDE HARDWARE FOR FIRE-RATED OPENINGS IN COMPLIANCE WITH ANSI, NFPA PAMPHLET NO. 80, NFPA STANDARDS NO. 101, UBC 702 (1997) AND UL10C. THIS REQUIREMENT TAKES PRECEDENCE OVER OTHER REQUIREMENTS FOR SUCH HARDWARE. PROVIDE ONLY HARDWARE THAT HAS BEEN TESTED AND LISTED BY UL FOR THE TYPES AND SIZES OF DOORS REQUIRED AND COMPLIES WITH THE REQUIREMENTS OF THE DOOR AND DOOR FRAME LABELS. 2. WHERE PANIC EXIT DEVICES ARE REQUIRED ON FIRE-RATED DOORS, PROVIDE SUPPLEMENTARY MARKING ON DOOR UL LABEL INDICATING FIRE DOOR TO BE EQUIPPED WITH FIRE EXIT HARDWARE AND PROVIDE UL LABEL ON EXIT DEVICE INDICATING “FIRE EXIT HARDWARE”. E. FASTENERS: 1. HARDWARE AS FURNISHED SHALL CONFORM TO PUBLISHED TEMPLATES GENERALLY PREPARED FOR MACHINE SCREW INSTALLATION. 2. FURNISH EACH ITEM COMPLETE WITH ALL SCREWS REQUIRED FOR INSTALLATION. TYPICALLY, ALL EXPOSED SCREWS INSTALLATION. INSOFAR AS PRACTICAL, FURNISHED CONCEALED TYPE FASTENERS FOR HARDWARE UNITS THAT HAVE EXPOSED SCREWS SHALL BE FURNISHED WITH PHILLIPS FLAT HEAD SCREWS, FINISHED TO MATCH ADJACENT HARDWARE. DOOR CLOSERS AND EXIT DEVICES TO BE INSTALLED WITH CLOSED HEAD THROUGH BOLTS (SEX BOLTS). ACCEPTABLE MANUFACTURERS: A. TO THE GREATEST EXTENT POSSIBLE, OBTAIN EACH KIND OF HARDWARE FROM ONLY ONE MANUFACTURER. B. ALL NUMBERS AND SYMBOLS USED HEREIN HAVE BEEN TAKEN FROM THE CURRENT CATALOGUES OF THE FOLLOWING MANUFACTURERS. PRODUCT SPECIFIED ACCEPTABLE MANUFACTURER SUBSTITUTE 1)Hinges Ives Bommer 2)Locks & Latches Schlage Falcon 3)Cylinders, Keys, Keying Schlage Everest No Substitution 4)Exit Devices Von Duprin Falcon 5) 6)Door Closers LCN Falcon 7)OH Stops/Holders Glynn Johnson Rixson 8)Wall Stops/Floor Ives Trimco, Burns Stops, Flushbolts 9)Kick Plates Ives Trimco, Burns 10)Threshold/Weather-strip Zero Reese 11)Silencers Ives 12)Key Cabinet Lund Key Control C. IF MATERIAL MANUFACTURED BY OTHER THAN THAT SPECIFIED OR LISTED HEREWITH AS AN EQUAL, IS TO BE BID UPON, PERMISSION MUST BE REQUESTED FROM THE ARCHITECT SEVEN (7) DAYS PRIOR TO BIDDING. IF SUBSTITUTION IS ALLOWED, IT WILL BE SO NOTED BY ADDENDUM. FINISH OF HARDWARE: A. EXTERIOR HINGES TO BE STAINLESS STEEL (32D) AND INTERIOR HING ES TO BE SATIN CHROME (26D). DOOR CLOSERS TO BE ALUMINUM. LOCKS TO BE SATIN CHROME (26D), EXIT DEVICES SATIN CHROME (26D). OVERHEAD HOLDERS TO BE STAINLESS STEEL (32D), FLAT GOODS TO BE SATIN CHROME (26D) OR STAINLESS STEEL (32D) AND THE THRESHOLDS TO BE MILL FINISH ALUMINUM. HINGES AND PIVOTS: A. EXTERIOR BUTTS SHALL BE STAINLESS STEEL. BUTTS ON ALL OUT SWINGING DOORS SHALL BE FURNISHED WITH NON-REMOVABLE PINS (NRP). B. INTERIOR BUTTS SHALL BE AS LISTED. C. DOORS 5’OR LESS IN HEIGHT SHALL HAVE TWO (2) BUTTS. FURNISH ONE (1) ADDITIONAL BUTT FOR EACH 2’6”IN HEIGHT OR FRACTION THEREOF. DUTCH DOOR SHALL HAVE TWO (2) BUTTS PER LEAF. KEYING: A. ALL LOCKS AND CYLINDERS SHALL BE SCHLAGE EVEREST KEY SYSTEM, ALL BITTINGS SHALL BE ISSUED BY SCHLAGE LOCK, MATCHING EXISTING. B. PROVIDE TWO (2) EACH CHANGE KEYS PER LOCK AND SIX (6) EACH GRAND MASTER AND MASTER KEYS. ALL KEYS TO BE PATENT RESTRICTED. END OF SECTION 08 70 00 SECTION 09 65 16 -09 65 19 VINYL PLANK FLOORING MATERIAL & INSTALLATION OF VINYL PLANK FLOORING BY PATRIOT OVER MOISTURE RESISTANT PERFECT MAT UNDERLAYMENT IN THOSE AREAS IDENTIFIED IN THE CONTRACT DOCUMENTS. INSTALLATION SHALL BE IN ACCORDANCE WITH MFR’S INSTRUCTIONS AND RECOMMENDATIONS, BY APPROVED INSTALLERS. STYLE: LINWOOD WATERPROOF SERIES PLANK COLOR: SELECTED FROM MFR’S STANDARD COLORS PLANK: SIZE 6"X48" 5.5 MM 12 MIL WEAR LAYER VIRGIN PVC 4-SIDED MICRO BEVEL EXTRUDED CORE WITH 900LB. PSI UNICLIC LOCKING STRUCTURE WARRANTY: LIFETIME WATER PROOF WARRANTY: LIFETIME RESIDENTIAL WARRANTY: 30 YEAR COMMERCIAL WARRANTY: 7 YEARS FLOOR SCORE CERTIFIED NO TRANSITIONS NEEDED IN DOORWAYS. SUBMIT SAMPLES OF ENTIRE LINE FOR SELECTION. GENERAL GUIDELINES ALL INSTRUCTIONS AND RECOMMENDATIONS: INSTALL IN INDOOR CLIMATE CONTROLLED LOCATIONS BETWEEN 65° –85°F. ACCLIMATE IN THE CLIMATE CONTROLLED LOCATION FOR 48 HOURS BEFORE STARTING INSTALLATION. ONLY INSTALL AFTER THE JOBSITE HAS BEEN CLEANED AND CLEARED OF DEBRIS THAT COULD POTENTIALLY DAMAGE A FINISHED PLANK INSTALLATION. DURING TILE INSTALLATION, MIX AND INSTALL PLANKS FROM SEVERAL DIFFERENT CARTONS TO MINIMIZE SHADE VARIATION THE FINISHED DRI BACK VINYL PLANK AND TILE INSTALLATION SHALL BE PROTECTED FROM EXPOSURE TO DIRECT SUNLIGHT. SUBFLOOR PREPARATION: ALL SUBFLOOR AND UNDERLAYMENT PATCHING MUST BE DONE WITH A NON-SHRINKING, WATER RESISTANT PORTLAND CEMENT PATCHING COMPOUND. CONCRETE SUBFLOOR:CONCRETE SUBFLOORS MUST BE DRY, SMOOTH AND FREE FROM DUST, SOLVENT, PAINT, WAX, GREASE, OIL, ASPHALT SEALING COMPOUNDS AND OTHER EXTRANEOUS MATERIALS. THE SURFACE MUST BE HARD AND DENSE, AND FREE FROM POW DER OR FLAKING. NEW CONCRETE SLABS MUST BE THOROUGHLY DRY (AT LEAST SIX WEEKS) AND COMPLETELY CURED. THE FINAL RESPONSIBILITY FOR DETERMINING IF THE CONCRETE IS DRY ENOUGH FOR INSTALLATION OF THE FLOORING LIES WITH THE FLOOR COVERING INSTALLER. HOLES, GROOVES, EXPANSION JOINTS AND OTHER DEPRESSIONS MUST BE FILLED WITH A PORTLAND CEMENT-BASED UNDERLAYMENT AND TROWELED SMOOTH AND FEATHERED EVEN WITH THE SURROUNDING SURFACE. END OF SECTION 09 65 16 -09 65 19 SECTION 10 06 10.16 INTERIOR SIGNAGE ALL SIGNAGE SHALL CONFORM TO FEDERAL ADA REQUIREMENTS AND 2017 6TH EDITION FLORIDA BUILDING CODE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. INTERIOR SIGNAGE OF THE FOLLOWING TYPES: 1. ADA COMPLIANT INTERIOR ROOM IDENTIFICATION SIGNAGE 1 SIGN PER DOOR 2.INTERIOR SIGNAGE PLAQUE MODULES PROVIDE 6 MODULES FOR DONOR RECOGNITION. ICC/ANSI A117.1 -ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES; 1998. USATBCB -AMERICANS WITH DISABILITIES ACT (ADA), ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG). SUBMITTALS: SUBMIT UNDER PROVISIONS OF THE CONTRACT GENERAL CONDITIONS. INCLUDING: MANUFACTURER'S DESCRIPTIVE LITERATURE. INSTALLATION METHODS. SHOP DRAWINGS: LIST SIGN STYLES, LETTERING, LOCATIONS AND DIMENSIONS OF EACH INTERIOR SIGN. SELECTION SAMPLES: FOR EACH FINISH PRODUCT SPECIFIED, TWO COMPLETE SETS OF COLOR CHIPS REPRESENTING MANUFACTURER'S FULL RANGE OF AVAILABLE COLORS AND PATTERNS. VERIFICATION SAMPLES: TWO FULL SIZE SAMPLES, REPRESENTING TYPE, STYLE AND COLORS INCLUDING METHOD OF ATTACHMENT PROJECT CONDITIONS MAINTAIN ENVIRONMENTAL CONDITIONS (TEMPERATURE, HUMIDITY, AND VENTILATION) WITHIN LIMITS RECOMMENDED BY MANUFACTURER FOR OPTIMUM RESULTS. DO NOT INSTALL PRODUCTS UNDER ENVIRONMENTAL CONDITIONS OUTSIDE MANUFACTURER'S ABSOLUTE LIMITS. ACCEPTABLE MANUFACTURER: INTERFACE ARCHITECTURAL SIGNAGE, INC. SIGNATURE SERIES. PLAQUE MODULES: FLUSH MODULAR FRAMES WITH FLUSH MODULAR INSERTS. MODULE: STYLE/OVERALL SIZE: MODULE 3.7; 2.25 BY 7 INCHES (57 BY 177 MM). LETTER COLOR: BY ARCHITECT SIGN COLOR: BY ARCHITECT CORNERS: RADIUS MOUNTING: FLAT SURFACE MOUNT ADA OPTIONS: BRAILLE TO COMPLY CONSTRUCTION GENERAL: PLAQUES AND SECONDARY DIRECTORIES: ROUTED 1/8 INCH (3 MM) THICK STYRENE BACKPLATE WITH A LASER CUT 1/16 INCH (1.6 MM) THICK NON-GLARE ACRYLIC POLISHED EDGE FACEPLATE. FACEPLATE IS REVERSE SCREENED USING NAZDAR 9700 SERIES SCREEN PRINT INK. BACKPLATE IS ASSEMBLED TO THE FACEPLATE WITH 3M VHB DOUBLE SIDED FOAM TAPE .05 INCH (1.3 MM) THICK IN VARIOUS WIDTHS. WALL MOUNTS, DOOR BANDS AND DOOR TAGS REVERSE PAINTED 1/16 INCH (1.6 MM) THICK NON-GLARE LASER CUT ACRYLIC WITH POLISHED EDGE. PAINTED WITH MATTHEWS ACRYLIC POLYURETHANE PAINTS. LAMINATED ON THE REVERSE SIDE WITH 1 MIL CLEAR POLYESTER OVER LAMINATING FILM WITH ADHESIVE. SURFACE APPLIED HIGH PERFORMANCE VINYL COPY. MOUNTS: STANDARD PERPENDICULAR MOUNT: FRAMES: CNC ROUTED 1/8 INCH (3 MM)THICK STYRENE BACKPLATE WITH A LASER CUT 1/16 INCH (1.6 MM) NON-GLARE ACRYLIC POLISHED EDGE FACEPLATE. FACEPLATE IS REVERSE SCREENED USING NAZDAR 9700 SERIES SCREEN PRINT INK. BACKPLATE IS ASSEMBLED TO FACEPLATE WITH 3M VHB DOUBLE SIDED TAPE OF APPROXIMATELY .05 INCH (1.3 MM) THICKNESS IN VARIOUS WIDTHS. MOUNTING INCLUDES T-SHAPED ALUMINUM EXTRUSION PAINTED BLACK AND R-TITE RIVETS OR POST BINDING SCREWS. VINYL INSERTS AND MAIN DIRECTORY STRIPS: MAIN DIRECTORY STRIPS: ROUTED 1/16 INCH (1.6 MM) THICK STANDARD GRADE LAMINATE OR LASER CUT 1/16 INCH (1.6 MM) THICK BACK SPRAYED ACRYLIC USING MATTHEWS POLYURETHANE ACRYLIC PAINTS WITH SURFACE APPLIED HIGH PERFORMANCE VINYL COPY. ACRYLIC STRIPS ARE LAMINATED ON THE REVERSE SIDE WITH 1 MIL CLEAR POLYESTER OVER LAMINATING FILM. STRIPS HAVE 1/2 INCH (12.5 MM) OR 3/4 INCH (102 MM) WIDE BLACK MAGNETIC TAPE APPLIED TO BACK FOR MOUNTING. INNERDOT: 1/16 INCH (1.6 MM) DIAMETER CLEAR ACRYLIC RASTER PLACED IN WHOLES DRILLED TO 1/32 INCH (.08 MM) DEEP IN FACEPLATE. RAISED CHARACTERS ARE 1/32 INCH (.08 MM) STYRENE OR 1/32 INCH (.08 MM) THICK SIGN PRODUCTS MOLDED PLASTIC LETTERS PAINTED WITH MATTHEWS POLYURETHANE ACRYLIC PAINTS DEPENDING ON COLOR. CHARACTERS ADHERED TO FACEPLATE WITH IPS WELD-ON #4. SINGLE UNITS: PROCESSED PHOTOPOLYMER, .035 INCH (.08 MM) THICK ON .024 INCH (.04 MM) THICK ALUMINUM BACKER, HAND ROUTED TO SIZE. SURFACE IS PRIMED WITH PPG EPOXY PRIMER AND PAINTED WITH MATTHEWS POLYURETHANE ACRYLIC PAINT. RAISED AREAS OF THE PAINTED PHOTOPOLYMER ARE SCREENED WITH NAZDAR SYSTEM 2 SCREEN PRINT INK. FINISHED SINGLE UNIT FACE IS ATTACHED TO 1/8 INCH (3 MM) THICK BLACK STYRENE BACKPLATE OF THE SAME SHAPE WITH 3M ISOTEC ADHESIVE. STANDARD MOUNTING SYSTEMS: PARTITION CLIPS U-SHAPED 1/8 INCH (3 MM) THICK CLEAR ACRYLIC CUT AND SHAPED TO CUSTOMERS' SPECIFICATIONS. END OF SECTION 10 06 10.16 O F STATE A DIROLF RE GIS TIHCRATERED ECTAR 6897 Raul Ocampo. JR DWG IDENTIFICATION 10489 SOUTHWEST MEETING ST TRADITION, PORT ST. LUCIE, FL 34987 ARCHITECTURE | URBAN DESIGN TEL. (772) 286 9004 REGISTRATIONS HELD IN THE FOLLOWING STATES: CALIFORNIA, COLORADO, FLORIDA GEORGIA, NORTH CAROLINA MISSISSIPPI, TEXAS DRAWN BY:DATE:CHECKED BY: DESIGN CD BID THIS DRAWING HAS BEEN ISSUED ON THE DATE SHOWN & FOR THE PURPOSE NOTED TR/ST 1 2 3 4 C B A 1 2 3 4 C B A JOB FILE NUMBER:CONTRACT DOCUMENTS FOR:ADDRESS:REVISIONS: A R C H I T E C T U R E U R B A N D E S I G N PLANNING INTERIORS PLANNING | INTERIORS 06/25/2021 - - THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. ARCHITECTS DESIGN COLLABORATIVE, LLC HEREBY PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS. THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS ARE NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL OF ARCHITECT. THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN DIMENSIONS SHALL GOVERN). ANY DISCREPANCY BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND BETWEEN THEM AND FIELD CONDITIONS SHALL BE RESOLVED IN WRITING THRU THIS OFFICE (772) 286 9004. THESE PLANS ARE NOT TO BE SUBMITTED FOR PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. www. ADC-ARCHITECTS.NET Z:\_All_DWGs\_2021_Dwgs\I Dwgs\I-21139 - Baron Academy\2-Working Dwgs\RVT\21139_Baron Academy _REV1.rvt8/30/2021 11:23:50 AMA003 8557 COMMERCE CENTRE DRIVE, PORT ST. LUCIE, FL 34986BARON ACADEMY21-21139 Designer Author Approver GENERAL NOTES AND DATARENOVATIONPORT ST. LUCIE, FL08/30/2021 No.Description Date REF.DW LIFE SAFETY LEGEND DESCRIPTIONSYMBOL PATH OF EGRESS 2A 10 BC FIRE EXTINGUISHER IN SEMI- RECESSED ADA ACCESSIBLE CABINET. COMPLY W/ NFPA 10 888 120-MAX 160" 50 NET DOOR WIDTH MAX . OCCUPANTS DOOR NUMBER EXIT SIGN OCCUPANTS PER EXIT FE FA FIRE ALARM PULL STATION. COORDINATE w/ FIRE SPRINKLER SUB. 340-MAX 68"EX 53 340-MAX 68"EX 54 127 175-MAX 35" 53 CLASSROOM 124 CLASSROOM 122 HALLWAY 118 OCTAGON 121 HALLWAY 125 HALLWAY 123 CLASSROOM 126 CLASSROOM 119 THERAPY 112 BREAKROOM 111 STORAGE 113 STUDENTS MALE 116 STUDENTS FEMALE 115 STAFF TOILET 114 HALLWAY 117 EXECUTIVE DIRECTOR 108 ACADEMY DEAN 107 OFFICE 106 ELECTRIC ROOM 104HALLWAY 103 AHU 102 STORAGE 136 MEN 135 WOMEN 137 RESTROOMS VESTIBULE 138 JAN. 134 AHU 133 ENTRY LOBBY 100 RECEPTIONIST/ WAITING 101 CENTER ROOM 131 CENTER ROOM 132 STORAGE 127A STORAGE 127B CENTER ROOM 130 CENTER ROOM 129 AHU 128 STORAGE 126A STORAGE 122A STORAGE 124A IT ROOM 139 EXISTING FIRE STANDPIPE, SERVICE (FIELD VERIFY) EXISTING ELECTRICAL PANELS, ETC. STORAGE 109 70' -6"70' -11" 80' -9" 81' -5" 39' -10" 45' -8" 67' -0" 110' -0" FE HALLWAY 120 FE FE FE FA FA FA COVERED ENTRY COVERED LOGGIA O F STATE A DIROLF RE GIS TIHCRATERED ECTAR 6897 Raul Ocampo. JR DWG IDENTIFICATION 10489 SOUTHWEST MEETING ST TRADITION, PORT ST. LUCIE, FL 34987 ARCHITECTURE | URBAN DESIGN TEL. (772) 286 9004 REGISTRATIONS HELD IN THE FOLLOWING STATES: CALIFORNIA, COLORADO, FLORIDA GEORGIA, NORTH CAROLINA MISSISSIPPI, TEXAS DRAWN BY:DATE:CHECKED BY: DESIGN CD BID THIS DRAWING HAS BEEN ISSUED ON THE DATE SHOWN & FOR THE PURPOSE NOTED TR/ST 1 2 3 4 C B A 1 2 3 4 C B A JOB FILE NUMBER:CONTRACT DOCUMENTS FOR:ADDRESS:REVISIONS: A R C H I T E C T U R E U R B A N D E S I G N PLANNING INTERIORS PLANNING | INTERIORS 06/25/2021 - - THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. ARCHITECTS DESIGN COLLABORATIVE, LLC HEREBY PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS. THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS ARE NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL OF ARCHITECT. THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN DIMENSIONS SHALL GOVERN). ANY DISCREPANCY BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND BETWEEN THEM AND FIELD CONDITIONS SHALL BE RESOLVED IN WRITING THRU THIS OFFICE (772) 286 9004. THESE PLANS ARE NOT TO BE SUBMITTED FOR PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. www. ADC-ARCHITECTS.NET Z:\_All_DWGs\_2021_Dwgs\I Dwgs\I-21139 - Baron Academy\2-Working Dwgs\RVT\21139_Baron Academy _REV1.rvt8/30/2021 11:24:00 AMA100 8557 COMMERCE CENTRE DRIVE, PORT ST. LUCIE, FL 34986BARON ACADEMY21-21139 Approver LIFE SAFETY PLANRENOVATION PORT ST. LUCIE, FL08/30/2021 AREA OCCUPANCY CALCULATION (F.B.C. TABLE 1004.5) NAME AREA OCC GROUP FUNCTION SPACE OCCUPANT LOAD FACTOR OCCUPANTS EXIT WIDTH REQUIRED ( INCHES) STAIRS MIN. WIDTH REQUIRED (INCHES) ACADEMY DEAN 131 SF GROUP B BUSINESS AREAS 150 GROSS 0.87 0.2 0.3 AHU 293 SF GROUP B ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 GROSS 0.98 0.2 0.3 BREAKROOM 113 SF GROUP B BUSINESS AREAS 150 GROSS 0.75 0.2 0.2 CENTER ROOM 1005 SF GROUP E EDUCATIONAL CLASSROOM AREA 20 NET 50.23 10.0 15.1 CLASSROOM 1760 SF GROUP E EDUCATIONAL CLASSROOM AREA 20 NET 87.98 17.6 26.4 ELECTRIC ROOM 118 SF GROUP B BUSINESS AREAS 150 GROSS 0.79 0.2 0.2 ENTRY LOBBY 182 SF GROUP B BUSINESS AREAS 150 GROSS 1.21 0.2 0.4 EXECUTIVE DIRECTOR 148 SF GROUP B BUSINESS AREAS 150 GROSS 0.99 0.2 0.3 HALLWAY 1262 SF GROUP B BUSINESS AREAS 150 GROSS 8.41 1.7 2.5 IT ROOM 12 SF GROUP B ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 GROSS 0.04 0.0 0.0 JAN.14 SF GROUP B ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 GROSS 0.05 0.0 0.0 MAIL/COPY WORK AREA 83 SF GROUP B BUSINESS AREAS 150 GROSS 0.55 0.1 0.2 MEN 86 SF GROUP B BUSINESS AREAS 150 GROSS 0.57 0.1 0.2 OCTAGON 142 SF GROUP B BUSINESS AREAS 150 GROSS 0.95 0.2 0.3 OFFICE 118 SF GROUP B BUSINESS AREAS 150 GROSS 0.79 0.2 0.2 RECEPTIONIST/ WAITING 271 SF GROUP B BUSINESS AREAS 150 GROSS 1.81 0.4 0.5 RESTROOMS VESTIBULE 83 SF GROUP B BUSINESS AREAS 150 GROSS 0.55 0.1 0.2 STAFF TOILET 54 SF GROUP B BUSINESS AREAS 150 GROSS 0.36 0.1 0.1 STORAGE 145 SF GROUP B ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 GROSS 0.48 0.1 0.1 STUDENTS FEMALE 46 SF GROUP B BUSINESS AREAS 150 GROSS 0.31 0.1 0.1 STUDENTS MALE 46 SF GROUP B BUSINESS AREAS 150 GROSS 0.31 0.1 0.1 THERAPY 122 SF GROUP B BUSINESS AREAS 150 GROSS 0.82 0.2 0.2 WOMEN 76 SF GROUP B BUSINESS AREAS 150 GROSS 0.51 0.1 0.2 Grand total: 46 6310 SF 160.31 32.1 48.1 FIRE EXTINGUISHER CALCULATION AS PER N.F.P.A.10 6.2.1.1 NAME AREA FIRE EXTINGUISHER REQUIRED BUILDING AREA 7097 SF 2 7097 SF 2 FIRE EXTINGUISHER PROVIDED MARK DESCRIPTION QTY FE LARSEN'S SEMI-RECESSED CABINET 4 4 SCALE: 3/16" = 1'-0" LIFE SAFETY PLAN DOOR EGRESS PROVIDED MARK NET DOOR WIDTH OCCUPANTS 127 35"175 EX 68"340 EX 68"340 171"855 TOTAL NUMBER OF OCCUPANTS = 160 No.Description Date NOTE: FOR EMERGENCY LIGHTING REFER TO MEP PLANS DEMOLITION LEGEND WALL EXISTING TO REMAIN EXISTING DOOR TO REMAIN EXISTING DOOR / WALL TO BE REMOVED EXISTING WALL TO BE REMOVED EXISTING SLAB TO BE REMOVED AND FILLED WITH NEW 1 . DEMOLISH AND REMOVE ALL WALLS DESIGNATED TO BE REMOVED ON DEMOLITION PLAN. CONTRACTOR SHALL ENDEAVOR TO PROTECT THE OWNER'S AND ADJACENT OWNERS PROPERTY FROM DAMAGE DUE TO THE CONSTRUCTION PROCESS AT ALL TIMES AND REPAIR AT NO COST TO THE OWNER ANY DAMAGE THAT DOES OCCUR. CONTRACTOR SHALL PROTECT ALL FINISHES TO REMAIN FROM ALL FUTURE DAMAGE. 2. ALL DEMOLITION WORK SHALL BE PERFORMED BY CONTRACTORS SKILLED AND LICENSED IN TRADE INVOLVED. 3. REMOVE DOORS, SIDELIGHTS AND DOOR FRAMES AS SHOWN ON DRAWINGS. SAVE AND STORE DOORS TO BE REUSED OR RELOCATED AS INDICATED ON THE PLAN. 4. REMOVE ALL FINISH FLOORS AND PATCH / PREPARE CONCRETE AS NEEDED TO RECEIVE NEW FINISH FLOOR. 5. ELECTRICAL LINES AND CIRCUITS THAT ARE IN THE DEMOLITION SHALL BE DISCONNECTED AT THE ELECTRIC PANEL AS REQUIRED BY N.E.C. LOCAL CODE, ORDINANCES AND OSHA. 6. ITEMS NOTED "SAVE" TO BE REMOVED, NUMBERED, CATALOGUED IN STORAGE AND PROTECTED ON SITE FOR FUTURE USE/RELOCATION. 7. REMOVE ALL ELECTRICAL DEVICES AND LIGHTING FIXTURES THAT ARE IMPACTED BY DEMOLITION WORK. 8 .PROVIDE TEMPORARY LIGHTING THROUGHOUT DEMOLITION AND NEW CONSTRUCTION AREAS 9. CONTRACTOR IS REQUIRED AND IS RESPONSIBLE FOR PERFORMING ANY ADDITIONAL DEMOLITION WORK REQUIRED TO ACCOMPLISH THE SCOPE OF WORK INDICATED ON DRAWINGS. 10. SHORING AND HEADERING TO BE PROVIDED DURING ALL STRUCTURAL DEMOLITION WORK AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. SHORING DESIGN TO BE PROVIDED BY GENERAL CONTRACTOR. 11. NEW FLOORS CEILINGS AND WALLS ARE TO BE MADE FLUSH WITH EXISTING AS SHOWN ON PLANS. PROVIDE ADDITIONAL DEMOLITION AS NECCESARY TO ACHEIVE A FINISHED PRODUCT IN ALL AREAS. 12. ALL DEMOLITION WORK SHALL BEGIN AFTER THE OWNER HAS GIVEN CONSENT TO BEGIN WORK IN THE AFFECTED AREA. 13. PROTECT ALL WASTE & SUPPLY LINES AND PIPING AND CAP ALL LINES NOT IN USE. 14. ALL EXISTING BUILDING COMPONENTS SHOWN AS DEMOLISHED SHALL BE REMOVED FROM THE SITE AND LAWFULLY DISCARDED UNDER THIS CONTRACT UNLESS NOTED OTHERWISE. 15. EXISTING WALLS, GRAB BARS & PLUMBING FIXTURES ARE TO REMAIN IN SOME AFFECTED AREAS. CONTRACTORS SHALL REVIEW FINAL DESIGN PRIOR TO DEMOLITION WORK AND SELECTIVELY REMOVE ONLY FIXTURES AS REQUIRED TO PROVIDE THE FINISHED PRODUCT AS INDICATED BY THE DRAWINGS. VERIFY WITH ARCHITECT OR OWNER AS REQUIRED. 16. APPROPRIATE SAFETY PRECAUTIONS TO BE PROVIDED DURING ALL STRUCTURAL DEMOLITION WORK AS REQUIRED TO MAINTAIN SAFETY OF PUBLIC AND CONTRACTORS. FENCING DESIGN TO BE PROVIDED BY GENERAL CONTRACTOR. 17. CONTRACTORS SHALL MAKE ALL NECCESARY ENVIRONMENTAL PRECAUTIONS TO MAINTAIN DUST & DEBRIS WINTHIN THE SITE, UNTIL PROPERLY REMOVED. 18. MANY AREAS WITHIN THE AFFECTED SPACE ARE TO REMAIN OCCUPIED AND OPERATIONAL 19.DURING CONSTRUCTION. THE G.C. IS REQUIRED TO COORDINATE WITH THE OWNER FOR ANY UTILITY WORK, INTERRUPTIONS TO MORMAL ELECTRICAL, MECHANICAL & PLUMBING OPERATIONS, DUST & DEBRIS, NOISE OR ANY OTHER CONSTRUCION ACTIVITIES WHICH MIGHT AFFECT THE NORMAL OPERATION OF THE BUSINESS. DEMOLITION NOTES EAST ASSEMBLY CENTRAL OCTAGON WEST ASSEMBLY RECEPTION COVERED ENTRY COVERED LOGGIA D2 D1D2 D2 D1 D1 D1 D4 D5 D5 D6 D7 D8 D8 D7 D2 D2 D2 D1 D1 D1 D1 D9 D11 EXISTING ELECTRICAL PANEL, ETC. EXISTING FIRE STANDPIPE, SERVICE D20 D2 D20 D1 D1 D1D1 D4 D5 TO REMAIN EXISTING STRUCTURAL COLUMNS TO REMAIN. VERIFY LOCATION EXISTING STRUCTURAL COLUMNS TO REMAIN. VERIFY LOCATION EXISTING STRUCTURAL COLUMNS TO REMAIN. VERIFY LOCATION D2 D5 D25 RESTROOMS ENTRY LOBBY EXISTING CEILING 5/8" TYPE 'X' GYP. BOARD @ BOTTOM CHORD OF TRUSSES TO REMAIN D10 D1 D10 D3 D3 D17 D18 D18 D19 D4 D20 D20 RL RL RL RL EX D22 D23 D24 16' - 6"15' - 6"3'-11"12'-8" 2' - 2"2' - 0"8' - 6" TO REMAIN D1 O F STATE A DIROLF RE GIS TIHCRATERED ECTAR 6897 Raul Ocampo. JR DWG IDENTIFICATION 10489 SOUTHWEST MEETING ST TRADITION, PORT ST. LUCIE, FL 34987 ARCHITECTURE | URBAN DESIGN TEL. (772) 286 9004 REGISTRATIONS HELD IN THE FOLLOWING STATES: CALIFORNIA, COLORADO, FLORIDA GEORGIA, NORTH CAROLINA MISSISSIPPI, TEXAS DRAWN BY:DATE:CHECKED BY: DESIGN CD BID THIS DRAWING HAS BEEN ISSUED ON THE DATE SHOWN & FOR THE PURPOSE NOTED TR/ST 1 2 3 4 C B A 1 2 3 4 C B A JOB FILE NUMBER:CONTRACT DOCUMENTS FOR:ADDRESS:REVISIONS: A R C H I T E C T U R E U R B A N D E S I G N PLANNING INTERIORS PLANNING | INTERIORS 06/25/2021 - - THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. ARCHITECTS DESIGN COLLABORATIVE, LLC HEREBY PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS. THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS ARE NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL OF ARCHITECT. THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN DIMENSIONS SHALL GOVERN). ANY DISCREPANCY BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND BETWEEN THEM AND FIELD CONDITIONS SHALL BE RESOLVED IN WRITING THRU THIS OFFICE (772) 286 9004. THESE PLANS ARE NOT TO BE SUBMITTED FOR PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. www. ADC-ARCHITECTS.NET Z:\_All_DWGs\_2021_Dwgs\I Dwgs\I-21139 - Baron Academy\2-Working Dwgs\RVT\21139_Baron Academy _REV1.rvt8/30/2021 11:24:06 AMA101 8557 COMMERCE CENTRE DRIVE, PORT ST. LUCIE, FL 34986BARON ACADEMY21-21139 Designer Author Approver DEMOLITION PLANRENOVATION PORT ST. LUCIE, FL08/30/2021 DEMOLITION NOTES MARK NOTES D1 EXISITNG WALL TO BE REMOVED D2 EXISTING DOOR AND FRAME TO BE REMOVED D3 REMOVE EXISTING FLOORING D4 EXISTING PLUMBING FIXTURE TO BE REMOVED D5 EXISTING CASEWORK TO BE REMOVED. SALVAGE WHERE POSSIBLE D6 EXISTING RECEPTION COUNTER w/CASEWORK TO BE REMOVED D7 CUT-OUT SECTION OF WALL FOR NEW DOOR. REFERENCE RENOVATION FLOOR PLAN D8 REMOVE ALL CARPENTING. SMOOTH EXISTING SLAB FOR NEW FLOORING D9 WAINSCOTING TO BE PROTECTED FOR INCLUSION INTO CENTER ROOMS D10 EXISTING BUILT-IN SHELVING UNITS TO BE REMOVED D11 REMOVE ALL GLASS CABINET DOORS, COVER AND PROTECT ALL CASEWORK IN OCTAGON FOR INCLUSION IN CLASSROOMS. REFERENCE RENOVATION FLOOR PLAN D12 ACOUSTICAL CEILING TO REMAIN WHERE POSSIBLE D13 EXISTING CEILING TO BE REMOVED D14 CEILING GRID AND SOFFITS TO BE REMOVED D15 EXISTING LIGHTING FIXTURES TO BE REMOVED AND CAP TERMINALS D16 EXISTING CEILING TO BE REMOVED D17 EXISTING TRIM AT CASED OPENING TO BE REMOVED. ADJUST OPENING TO SIZE AS SHOWN ON PLANS D18 EXISTING TILE FLOORING TO REMAIN. FILL AND SEAL TO MATCH EXISTING TILE FLOORING D19 EXISTING HEADER TO BE REMOVED D20 EXISTING DOOR TO BE RELOCATED AND REUSED IN RESTROOMS, SEE RENOVATION FLOOR PLAN. DOOR SIZE TO BE VERIFIED IN FIELD D21 REMOVE EXISTING DOME CEILING. PATCH AND REPAIR EXISTING CEILING TO BE SMOOTH AND FLUSH D22 REMOVE EXISTING IT EQUIPMENT D23 CUT EXISTING SLAB FOR PLUMBING AND FILL WITH NEW 4" MIN. CONCRETE SLAB (3000 PSI) w/ 6x6 10/10 WWF OR FIBERMESH (1 1/2#/C.Y.) o/ 6 MIL. VAPOR BARRIER o/ CLEAN, COMPACTED, TERMITE-TREATED FILL D24 NEW #5 x 16" DOWELS @24" O.C. MIN.N INTO EXISTING CONC. SLAB (EPOXY GROUTED) EMBED 8" MIN. D25 EXISTING PLUMBING FIXTURE TO BE REMOVED. CAP BELOW FINISH SCALE: 3/16" = 1'-0" DEMOLITION PLAN D# No.Description Date NOTE: BOTTOM CHORD OF TRUSSES @12'-0" A.F.F. D15 22"x44" ACCESS PANELS (FIELD VERIFY) NOTE: BOTTOM CHORD OF TRUSSES @12'-0" A.F.F. D14 D13 D16 D16 D17 D16 D17 D15 D12 D12 D12 D12 D12 EAST ASSEMBLY CENTRAL OCTAGON WEST ASSEMBLY RECEPTION COVERED ENTRY COVERED LOGGIA RESTROOMS ENTRY LOBBY EXISTING CEILING 5/8" TYPE 'X' GYP. BOARD @ BOTTOM CHORD OF TRUSSES TO REMAIN D21 D19 O F STATE A DIROLF RE GIS TIHCRATERED ECTAR 6897 Raul Ocampo. JR DWG IDENTIFICATION 10489 SOUTHWEST MEETING ST TRADITION, PORT ST. LUCIE, FL 34987 ARCHITECTURE | URBAN DESIGN TEL. (772) 286 9004 REGISTRATIONS HELD IN THE FOLLOWING STATES: CALIFORNIA, COLORADO, FLORIDA GEORGIA, NORTH CAROLINA MISSISSIPPI, TEXAS DRAWN BY:DATE:CHECKED BY: DESIGN CD BID THIS DRAWING HAS BEEN ISSUED ON THE DATE SHOWN & FOR THE PURPOSE NOTED TR/ST 1 2 3 4 C B A 1 2 3 4 C B A JOB FILE NUMBER:CONTRACT DOCUMENTS FOR:ADDRESS:REVISIONS: A R C H I T E C T U R E U R B A N D E S I G N PLANNING INTERIORS PLANNING | INTERIORS 06/25/2021 - - THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. ARCHITECTS DESIGN COLLABORATIVE, LLC HEREBY PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS. THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS ARE NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL OF ARCHITECT. THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN DIMENSIONS SHALL GOVERN). ANY DISCREPANCY BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND BETWEEN THEM AND FIELD CONDITIONS SHALL BE RESOLVED IN WRITING THRU THIS OFFICE (772) 286 9004. THESE PLANS ARE NOT TO BE SUBMITTED FOR PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. www. ADC-ARCHITECTS.NET Z:\_All_DWGs\_2021_Dwgs\I Dwgs\I-21139 - Baron Academy\2-Working Dwgs\RVT\21139_Baron Academy _REV1.rvt8/30/2021 11:24:11 AMA102 8557 COMMERCE CENTRE DRIVE, PORT ST. LUCIE, FL 34986BARON ACADEMY21-21139 Designer Author Approver DEMOLITION RCPRENOVATIONPORT ST. LUCIE, FL08/30/2021 SCALE: 3/16" = 1'-0" DEMOLITION RCP DEMOLITION NOTES MARK NOTES D1 EXISITNG WALL TO BE REMOVED D2 EXISTING DOOR AND FRAME TO BE REMOVED D3 REMOVE EXISTING FLOORING D4 EXISTING PLUMBING FIXTURE TO BE REMOVED D5 EXISTING CASEWORK TO BE REMOVED. SALVAGE WHERE POSSIBLE D6 EXISTING RECEPTION COUNTER w/CASEWORK TO BE REMOVED D7 CUT-OUT SECTION OF WALL FOR NEW DOOR. REFERENCE RENOVATION FLOOR PLAN D8 REMOVE ALL CARPENTING. SMOOTH EXISTING SLAB FOR NEW FLOORING D9 WAINSCOTING TO BE PROTECTED FOR INCLUSION INTO CENTER ROOMS D10 EXISTING BUILT-IN SHELVING UNITS TO BE REMOVED D11 REMOVE ALL GLASS CABINET DOORS, COVER AND PROTECT ALL CASEWORK IN OCTAGON FOR INCLUSION IN CLASSROOMS. REFERENCE RENOVATION FLOOR PLAN D12 ACOUSTICAL CEILING TO REMAIN WHERE POSSIBLE D13 EXISTING CEILING TO BE REMOVED D14 CEILING GRID AND SOFFITS TO BE REMOVED D15 EXISTING LIGHTING FIXTURES TO BE REMOVED AND CAP TERMINALS D16 EXISTING CEILING TO BE REMOVED D17 EXISTING TRIM AT CASED OPENING TO BE REMOVED. ADJUST OPENING TO SIZE AS SHOWN ON PLANS D18 EXISTING TILE FLOORING TO REMAIN. FILL AND SEAL TO MATCH EXISTING TILE FLOORING D19 EXISTING HEADER TO BE REMOVED D20 EXISTING DOOR TO BE RELOCATED AND REUSED IN RESTROOMS, SEE RENOVATION FLOOR PLAN. DOOR SIZE TO BE VERIFIED IN FIELD D21 REMOVE EXISTING DOME CEILING. PATCH AND REPAIR EXISTING CEILING TO BE SMOOTH AND FLUSH D22 REMOVE EXISTING IT EQUIPMENT D23 CUT EXISTING SLAB FOR PLUMBING AND FILL WITH NEW 4" MIN. CONCRETE SLAB (3000 PSI) w/ 6x6 10/10 WWF OR FIBERMESH (1 1/2#/C.Y.) o/ 6 MIL. VAPOR BARRIER o/ CLEAN, COMPACTED, TERMITE-TREATED FILL D24 NEW #5 x 16" DOWELS @24" O.C. MIN.N INTO EXISTING CONC. SLAB (EPOXY GROUTED) EMBED 8" MIN. D25 EXISTING PLUMBING FIXTURE TO BE REMOVED. CAP BELOW FINISH D# No.Description Date REF.DW HALLWAY 127 HALLWAY 123 HALLWAY 120 HALLWAY 118 ELECTRIC ROOM 104 CLASSROOM 126 CLASSROOM 119 CLASSROOM 124 CLASSROOM 122CENTER ROOM 130 CENTER ROOM 129 CENTER ROOM 131 CENTER ROOM 132 AHU 128 AHU 133 AHU 102 JAN. 134 WOMEN 137 MEN 135 RESTROOMS VESTIBULE 138 ENTRY LOBBY 100 RECEPTIONIST/ WAITING 101 STUDENTS FEMALE 115 STUDENTS MALE 116 STAFF TOILET 114 OFFICE 106 ACADEMY DEAN 107 EXECUTIVE DIRECTOR 108 STORAGE 109 MAIL/COPY WORK AREA 110 BREAKROOM 111 THERAPY 112 STORAGE 113 HALLWAY 103 HALLWAY 105 OCTAGON 121 STORAGE 127A STORAGE 127B HALLWAY 117 140' - 0"40' - 0"20' - 0"60' - 0"W/DA105 1 EXISTING FIRE STANDPIPE, SERVICE (FIELD VERIFY) ADA-COMPLIANT RECEPTION DESK EXISTING ELECTRICAL PANELS, ETC. STORAGE 124A STORAGE 126A COVERED ENTRY COVERED LOGGIA A105 2 6' - 0"6' - 2"5' - 6"16' - 4"11' - 6"10' - 4"8' - 4"8' - 2"3'-10"STORAGE 136 IT ROOM 139 4'-0"5'-6"11' - 0"24' - 8"7' - 0"EX EX EX EX EX EX EX EX 107 108 109 113 112 115116 122 119 124 126 105 107 3 3 A A106 100 5' - 0"2' - 10"4' - 7"3 1 1 1 1 1 1 1 1 3 3 1 3 1 3 11 3 1A 4 4 3 3 1 3 1 1 3 3 22 3 66 6 6 6 6 3 3 CLEAR 5' - 6" 136RR 47' - 2"7' - 2"STORAGE 122A 122A 124A 126A 132131 130 129 128 133 129130 132132131127B127A 127 139RR 135RR 137RR 5 3' - 0"FE NICHE TYP. 3' - 3" 3' - 3" 3' - 3" 3' - 3"8' - 2"7' - 6"6' - 6"8' - 0"6' - 3"1' - 11"15' - 8"7' - 0"15' - 8"17' - 0"17' - 0"24' - 8"7' - 0"23' - 3 5/8"7' - 0"23' - 3 1/4"2' - 10 3/4"16' - 6"5' - 2"4' - 6"13' - 4"5' - 6"2' - 10 3/8"21'-10"3'-0"3' - 0"3' - 0"3'-0"3'-0"3' - 0"3' - 0"3'-0"4"1 3' - 6"3' - 6"MICRO. 10' - 10"2' - 3"1 2 COPIER 1/2" MAX.6' - 0"6' - 0"HALLWAY 125 1 1 1 1 1 1 1 1 13 3 3 3A 3 1 1 3 3A 1 3 3 3 5 1A1 1A FE 1 114 117 FE FE 5' - 0"5' - 0"15' - 1 1/2"104 1 14' - 9" V.I.F. 1A 106 1 7' - 1"8' - 0"5' - 4"15' - 0"23' - 3 1/4"6' - 11 3/4"5'-2"5'-6"17'-6" 5 7' - 0"5' - 6"2' - 10 3/8"23' - 3 5/8"2' - 0"22' - 8"2' - 0"22' - 8"6' - 5"6' - 5" 1/2" MAX. 1/2" MAX. FA FA FA 2' - 5"CLEAR 6' - 5 3/4" CLEAR 6' - 5 3/4" CLEAR 7' - 6" 3 3 1B 1B 2' - 1" EX EX EX EX EX EX EXISTING FRAMING WALL NEW FRAMING WALL WALL LEGEND NUMBER OF PLUMBING FIXTURES REQUIRED OCCUPANCY: E (EDUCATIONAL)GENDERTOTAL NUMBER OF OCCUPANTSOCCUPANT RATIO SERVICE SINKWATER CLOSETS / URINALS DRINKING FOUNTAINLAVATORY (F)(M)REQ. FIXTURE PER OCCUPANT 1 PER (X) MIN. REQUIRED REQ. FIXTURE PER OCCUPANT 1 PER (X) REQ. FIXTURE PER OCCUPANT 1 PER (X) MIN. REQUIRED MIN. REQUIRED MIN. REQUIRED FEMALE (F) MALE (M) 1 1 50 1.6 50 1.6 100 0.8 1 50 1.6 50 1.6 100 0.8 TOTAL 3.20 3.20 1.60 80 80 160 O F STATE A DIROLF RE GIS TIHCRATERED ECTAR 6897 Raul Ocampo. JR DWG IDENTIFICATION 10489 SOUTHWEST MEETING ST TRADITION, PORT ST. LUCIE, FL 34987 ARCHITECTURE | URBAN DESIGN TEL. (772) 286 9004 REGISTRATIONS HELD IN THE FOLLOWING STATES: CALIFORNIA, COLORADO, FLORIDA GEORGIA, NORTH CAROLINA MISSISSIPPI, TEXAS DRAWN BY:DATE:CHECKED BY: DESIGN CD BID THIS DRAWING HAS BEEN ISSUED ON THE DATE SHOWN & FOR THE PURPOSE NOTED TR/ST 1 2 3 4 C B A 1 2 3 4 C B A JOB FILE NUMBER:CONTRACT DOCUMENTS FOR:ADDRESS:REVISIONS: A R C H I T E C T U R E U R B A N D E S I G N PLANNING INTERIORS PLANNING | INTERIORS 06/25/2021 - - THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. ARCHITECTS DESIGN COLLABORATIVE, LLC HEREBY PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS. THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS ARE NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL OF ARCHITECT. THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN DIMENSIONS SHALL GOVERN). ANY DISCREPANCY BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND BETWEEN THEM AND FIELD CONDITIONS SHALL BE RESOLVED IN WRITING THRU THIS OFFICE (772) 286 9004. THESE PLANS ARE NOT TO BE SUBMITTED FOR PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. www. ADC-ARCHITECTS.NET Z:\_All_DWGs\_2021_Dwgs\I Dwgs\I-21139 - Baron Academy\2-Working Dwgs\RVT\21139_Baron Academy _REV1.rvt8/30/2021 11:24:27 AMA103 8557 COMMERCE CENTRE DRIVE, PORT ST. LUCIE, FL 34986BARON ACADEMY21-21139 Approver RENOVATION FLOOR PLANRENOVATIONPORT ST. LUCIE, FL08/30/2021 SCALE: 3/16" = 1'-0" RENOVATION FLOOR PLAN CONSTRUCTION NOTES 1 MILLWORK BY OTHERS. PROVIDE SHOP DRAWINGS FOR OWNER REVIEW AND APPROVAL 2 APPLIANCES BY OWNER 3 BUILT-IN SHELVES. PROVIDE SHOP DRAWINGS FOR OWNER REVIEW AND APPROVAL 4 NEW BI-LEVEL DRINKING FOUNTAIN w/BOTTLE FILL. REFER TO 3/A105 5 NEW 60"x60"x4" CONCRETE SLAB WITH 6x6 10/10 WWF OR FIBERMESH REINFORCING 6 EXISTING STRUCTURAL COLUMN TO REMAIN, VERIFY LOCATION IN FIELD # FOR WALL TYPES REFER TO SHEET A106# No.Description Date REF.DW CENTER ROOM 130 CENTER ROOM 129 CLASSROOM 124 HALLWAY 125 HALLWAY 127 CENTER ROOM 131 CENTER ROOM 132 AHU 133 CLASSROOM 126 HALLWAY 120 CLASSROOM 119 HALLWAY 118 OCTAGON 121 CLASSROOM 122 HALLWAY 123 BREAKROOM 111 MAIL/COPY WORK AREA 110 HALLWAY 105 EXECUTIVE DIRECTOR 108 STORAGE 109 ACADEMY DEAN 107 OFFICE 106 ELECTRIC ROOM 104 HALLWAY 103 STUDENTS MALE 116 STUDENTS FEMALE 115 STAFF TOILET 114 ENTRY LOBBY 100 ENTRY LOBBY 100 RECEPTIONIST/ WAITING 101 WOMEN 137 MEN 135 AHU 128 AHU 102 THERAPY 112 STORAGE 113 HALLWAY 117 JAN. 134 ACTACT ACT ACT ACT ACT ACT ACT GWB ACT GWB ACT ACT ACT ACT ACT GWB GWBACT ACT GWB GWB GWB GWBGWB ACT STORAGE 127A STORAGE 127B STORAGE 136 RESTROOMS VESTIBULE 138 IT ROOM 139 GWB GWB GWB PROVIDE CASED OPENING @ 8'-0" A.F.F. PROVIDE CASED OPENING @ 7'-0" A.F.F. HEADER HEIGHT @ 9'-10" A.F.F. HEADER HEIGHT @ 9'-10" A.F.F. CLG HGT A.F.F. 12' - 0" CLG HGT A.F.F. 12' - 0" CLG HGT A.F.F. 12' - 0" CLG HGT A.F.F. 12' - 0" CLG HGT A.F.F. 12' - 0" CLG HGT A.F.F. 10' - 0"CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 9' - 0" CLG HGT A.F.F. 9' - 0" CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" STORAGE 122A STORAGE 124A STORAGE 126A CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" GWB GWB CLG HGT A.F.F. 9' - 0" GWB CLG HGT A.F.F. 10' - 0" 22"x44" ACCESS PANELS (FIELD VERIFY) ACT ACT ACT CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 10' - 0" ACT CLG HGT A.F.F. 10' - 0" ACT CLG HGT A.F.F. 10' - 0" CLG HGT A.F.F. 9' - 0" CLG HGT A.F.F. 9' - 0" CLG HGT A.F.F. 9' - 0" CLG HGT A.F.F. 10' - 0" COVERED ENTRY COVERED LOGGIA CLG HGT A.F.F. 10' - 0" O F STATE A DIROLF RE GIS TIHCRATERED ECTAR 6897 Raul Ocampo. JR DWG IDENTIFICATION 10489 SOUTHWEST MEETING ST TRADITION, PORT ST. LUCIE, FL 34987 ARCHITECTURE | URBAN DESIGN TEL. (772) 286 9004 REGISTRATIONS HELD IN THE FOLLOWING STATES: CALIFORNIA, COLORADO, FLORIDA GEORGIA, NORTH CAROLINA MISSISSIPPI, TEXAS DRAWN BY:DATE:CHECKED BY: DESIGN CD BID THIS DRAWING HAS BEEN ISSUED ON THE DATE SHOWN & FOR THE PURPOSE NOTED TR/ST 1 2 3 4 C B A 1 2 3 4 C B A JOB FILE NUMBER:CONTRACT DOCUMENTS FOR:ADDRESS:REVISIONS: A R C H I T E C T U R E U R B A N D E S I G N PLANNING INTERIORS PLANNING | INTERIORS 06/25/2021 - - THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. ARCHITECTS DESIGN COLLABORATIVE, LLC HEREBY PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS. THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS ARE NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL OF ARCHITECT. THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN DIMENSIONS SHALL GOVERN). ANY DISCREPANCY BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND BETWEEN THEM AND FIELD CONDITIONS SHALL BE RESOLVED IN WRITING THRU THIS OFFICE (772) 286 9004. THESE PLANS ARE NOT TO BE SUBMITTED FOR PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. www. ADC-ARCHITECTS.NET Z:\_All_DWGs\_2021_Dwgs\I Dwgs\I-21139 - Baron Academy\2-Working Dwgs\RVT\21139_Baron Academy _REV1.rvt8/30/2021 11:24:36 AMA104 8557 COMMERCE CENTRE DRIVE, PORT ST. LUCIE, FL 34986BARON ACADEMY21-21139 Approver ARCHITECTURAL REFLECTED CEILING PLANRENOVATIONPORT ST. LUCIE, FL08/30/2021 SCALE: 3/16" = 1'-0" ARCHITECTURAL REFLECTED CEILING PLAN CEILING SCHEDULE TYPE MARK DESCRIPTION MANUFACTURER ACT LAY-IN ACOUSTICAL CEILING TILE 24x24x5/8 - 9/16" - BEVELED TEGULAR ARMSTROMG GWB GYPSUM WALL BOARD NOTES: 1. SEE ELECTRICAL PLANS FOR LIGHTING FIXTURE PLACEMENT AND SPECS. 2. EXTEND FIRE SPRINKLER HEAD TO THE CEILING, BY OTHERS. SUBMIT SHOP DRAWINGS FOR APPROVAL. No.Description Date i 0| | c0| p34;Bot t l es savedi 0| | c0| p34;Fi l t er st at us RESTROOMS VESTIBULE MEN 135 WOMEN 137 JAN. 134 AHU 133 CLASSROOM 126 3'-10"3' - 0"STORAGE 136 IT ROOM 139 EX 135RR 137RR 135RR 136RR EX 139RR 33 3 3 3 EX EX EX 5' - 0"3P 4' - 5"4' - 7"5'-4"5' - 4"4'-0"EX EX EX EX EX EX 2'-4"3'-0"2' - 1" STUDENTS MALE 116 STUDENTS FEMALE 115 STAFF TOILET 114 A105A4 A3 A1 A2 36"6"42"12"18"12"42"6"36"116 115 4 4 1A 2P 2S 5S 3S EXISTING STRUCTURAL COLUMN (FIELD VERIFY) 5S 2P 5S 1S 3S4S CLEAR 6' - 5 3/4" A105 B4 B2 B1 B3 3S 12"12" 4S 7S 7S 18"1S 1S 2S 2S7S 1A CLEAR 7' - 6"CLEAR7'-2"FE CLEAR 6' - 5 3/4" 4S 6S 6S 18"6S 42"12" 1P1P1P 1B 3A 1B 3A 1A1A 1 15"15"15"0' - 0" A.F.F CEILING ELEV. F.F. 10' - 0" PT TL2 TL1 TL2 6"48"6"116 TOP CENTER OF PUSH BUTTON4S PT 3S A.F.F CEILING ELEV. F.F. 0' - 0" TL2 6S 1P 6"48"6"48"TL2 10' - 0" TL1 34"36"6"40" MIRROR3S 2P 6"48"6"TOP CENTER OF PUSH BUTTONTL2 TL1 PT 4S TL2 1S 10' - 0" 0' - 0" A.F.F CEILING ELEV. F.F.48"51 1/2"15" 6S 36"18"17" TO SEAT34"6"48"6"A.F.F CEILING ELEV. F.F. 10' - 0" 0' - 0" TL2 TL16S 2P 7S 5S 2S 30"19" MIN.PT TL2 42"12"36"17" TO SEATPLAN 2-2"X8" SECURE W/ SPANNER HEAD SCREWS METAL STUD CERAMIC TILE 5/8" GYP. WALL BOARD 11 GAUGE STELL PLATE 12" LONGER MIN.THAN GRAB BAR GRAB BAR (3) #S-12 SCREWS @ EACH STUD (3) #14 ¼" X 2" MACHINE SCREWS 10' - 0" A.F.F CEILING ELEV. F.F. 0' - 0" TL2TL1 TL2 PT 6"48"6"TL2 3S PT A.F.F CEILING ELEV. F.F. 114 4S TOP CENTER OF PUSH BUTTON6S 1P 48"TL1 0' - 0" 10' - 0" TL234"MIN.19"42"12" PT TL2 5S 2P 7S 30"10' - 0" -0' - 0 5/8" A.F.F CEILING ELEV. F.F.6"48"6"TL1 TL2 2S 6S 36"MIN.19"6"36"40" MIRROR2P 1S 3S 5S6"48"6"TL2TL1 TL2 PT 18" 10' - 0" 0' - 0" A.F.F CEILING ELEV. F.F. 4S 51 1/2"15"48"6S 36"TOP CENTER OF PUSH BUTTON27"12 1/2"32 1/2"F.F.27"32 1/2"FRONT ELEVATION SIDE ELEVATION NOTE: ELKAY LZSTL8WSLP ELKAY EZH2O BOTTLE FILLING STATION & VERSATILE BI-LEVEL ADA COOLER, FILTERED REFRIGERATED STAINLESS DRINKING FOUNTAIN TO BE INSTALLED AS SHOWN IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, WHICHEVER REQUIREMENTS ARE MORE STRINGENT. INSTALLATION TO BE IN COMPLIANCE WITH ALL APPLICABLE BUILDING AND HANDICAPPED ACCESSIBILITY CODES. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. NOTES: 1. PROVIDE BLOCKING AS NECESSARY FOR ALL FIXTURES. 2. PROVIDE PROTECTION FOR PIPES. 3. PROVIDE A.D.A. APPROVED SYMBOLS OUTSIDE EACH RESTROOM MOUNTED PER A.D.A. REGULATIONS. 4. PROVIDE ANTI-SCALD DEVICE AT LAVATORIES IN TOILET ROOMS. MATERIAL LEGEND TL1 TL2 TL3 PORCELAIN TILE 12"x12" DECORATIVE TILE 24"x 6" NOTE: ALL FINISHES, MATERIAL AND COLOR SELECTIONS TO BE COORDINATED WITH OWNER, INSTALLED BY GC. PT PAINT PORCELAIN TILE 24"x 24", SLIP RESISTANT LVT LUXURY VINYL TILE, COMMERCIAL GRADE, 10 MIL OR MORE O F STATE A DIROLF RE GIS TIHCRATERED ECTAR 6897 Raul Ocampo. JR DWG IDENTIFICATION 10489 SOUTHWEST MEETING ST TRADITION, PORT ST. LUCIE, FL 34987 ARCHITECTURE | URBAN DESIGN TEL. (772) 286 9004 REGISTRATIONS HELD IN THE FOLLOWING STATES: CALIFORNIA, COLORADO, FLORIDA GEORGIA, NORTH CAROLINA MISSISSIPPI, TEXAS DRAWN BY:DATE:CHECKED BY: DESIGN CD BID THIS DRAWING HAS BEEN ISSUED ON THE DATE SHOWN & FOR THE PURPOSE NOTED TR/ST 1 2 3 4 C B A 1 2 3 4 C B A JOB FILE NUMBER:CONTRACT DOCUMENTS FOR:ADDRESS:REVISIONS: A R C H I T E C T U R E U R B A N D E S I G N PLANNING INTERIORS PLANNING | INTERIORS 06/25/2021 - - THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. ARCHITECTS DESIGN COLLABORATIVE, LLC HEREBY PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS. THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS ARE NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL OF ARCHITECT. THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN DIMENSIONS SHALL GOVERN). ANY DISCREPANCY BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND BETWEEN THEM AND FIELD CONDITIONS SHALL BE RESOLVED IN WRITING THRU THIS OFFICE (772) 286 9004. THESE PLANS ARE NOT TO BE SUBMITTED FOR PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. www. ADC-ARCHITECTS.NET Z:\_All_DWGs\_2021_Dwgs\I Dwgs\I-21139 - Baron Academy\2-Working Dwgs\RVT\21139_Baron Academy _REV1.rvt8/30/2021 11:24:50 AMA105 8557 COMMERCE CENTRE DRIVE, PORT ST. LUCIE, FL 34986BARON ACADEMY21-21139 Designer Author Approver INTERIOR ELEVATIONSRENOVATIONPORT ST. LUCIE, FL08/30/2021 3/8" = 1'-0"A105 1 ELARGED FLOOR PLAN -RESTROOMS AT ENTRY 3/8" = 1'-0"A105 2 ENLARGED FLOOR PLAN -STUDENT AND FACULTY TOILETS 1/2" = 1'-0"A105 A4 STUDENT ELEV. TYP. 1/2" = 1'-0"A105 A3 STUDENT ELEV. TYP. 1/2" = 1'-0"A105 A1 STUDENT ELEV. TYP. 1/2" = 1'-0"A105 A2 STUDENT ELEV. TYP. PLUMBING FIXTURE SCHEDULE MARK COUNT DESCRIPTION COMMENTS 1P 3 LAVATORY ADA SEE PLUMBING PLANS FOR SPECS. PROTECT ALL PIPES w/WRAPPED FOAM INSULATION AT ALL SINKS (TYP.) 2P 3 WATER CLOSET W/ TANK SEE PLUMBING PLANS FOR SPECS 3P 1 BI-LEVEL DRINKING FOUNTAIN w/BOTTLE FILL SEE PLUMBING PLANS FOR SPECS Grand total: 7 SPECIALTY EQUIPMENT SCHEDULE MARK COUNT DESCRIPTION MANUFACTURE R MODEL COMMENTS 1S 3 36" S.S. GRAB BAR BOBRICK B-6806 SERIES BY OWNER, INSTALLED BY GC 2S 3 42" S.S. GRAB BAR BOBRICK B-6806 SERIES BY OWNER, INSTALLED BY GC 3S 3 18"Wx36"H WALL MIRROR BOBRICK B-290 SERIES BY OWNER, INSTALLED BY GC 4S 3 SURFACE MOUNTED SOAP DISPENSER BOBRICK B-2111 BY OWNER, INSTALLED BY GC 5S 3 TOILET PAPER DISPENSER BOBRICK B-2888 BY OWNER, INSTALLED BY GC 6S 3 SURFACE-MOUNTED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE BOBRICK B-3699 BY OWNER, INSTALLED BY GC 7S 3 SURFACE MOUNTED SANITARY NAPKIN DISPENSER BOBRICK B-270 BY OWNER, INSTALLED BY GC Grand total: 21 SCALE: 1" = 1'-0"5 GRAB BAR DETAIL SCALE: 3" = 1'-0"4 GRAB BAR MOUNTING DETAIL 1/2" = 1'-0"A105 B4 FACULTY ELEV. TYP. 1/2" = 1'-0"A105 B2 FACULTY ELEV. TYP. 1/2" = 1'-0"A105 B3 FACULTY ELEV. TYP. 1/2" = 1'-0"A105 B1 FACULTY ELEV. TYP. SCALE: 1/2" = 1'-0"3 DRINKING FOUNTAIN DETAIL No.Description Date 3 3A 3A WALL TYPE STC 40 RAL-TL11-125 FIRE RATING NR11A1B 1A 1B WALL TYPE STC 40 RAL-TL11-125 FIRE RATING NR SMOKE BARRIER 2 WALL TYPE STC 40 RAL-TL11-125 FIRE RATING NR SMOKE BARRIER 4 WALL TYPE STC 40 RAL-TL11-125 FIRE RATING NR 5 WALL TYPE STC 40 RAL-TL77-138 FIRE RATING NR 1 2 5 3 4 1 FLOOR AND CEILING RUNNERS-CHANNEL SHAPED RUNNERS, 3-5/8 INCH DEEP (MIN), 1-1/4 INCH LEGS, FORMED FROM MIN No 20 MSG GALVANIZED STEEL, ATTACHED TO FLOOR AND DECK WITH FASTENERS SPACED 24 INCHES O.C. 2 STEEL STUDS-"C" CHANNEL SHAPED, 3-5/8 INCH DEEP (MIN), FORMED FROM No 20 MSG GALVANIZED STEEL SPACED AT 16 INCH O.C. (MAX.) STUDS TO BE ATTACHED TO BOTTOM CHORD OF TRUSSES. 3 BATTS AND BLANKETS (OPTIONAL) -MIN 1 INCH OF MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY.FASTEN FOR EACH BATT WITH MIN. 9/16 INCH LONG STAPLES. 4 GYPSUM WALLBOARD-(1) LAYER OF 5/8" THICK, 4FT WIDE, ATTACHED TO STEEL STUDS AND FLOORS WITH 1 INCH LONG TYPE S STEEL SCREWS SPACES 8 INCH O.C. ALONG EDGES OF BOARD AND 12 INCHES O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. 5 JOINT AND TAPE COMPOUND-VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEAD;PAPER TAPE, 2 INCH WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. 2 1 4 CEILING6"WALL TYPE PARTITION WITH GYPSUM WALLBOARD MOLD RESISTANT, PORCELAIN TILE AND 1/2" DUROCK CEMENTIOUS BACKER BOARD ON ONE SIDE. SEE INTERIOR ELEVATIONS. 1 2 5 3 4 3 1 FLOOR AND CEILING RUNNERS- CHANNEL SHAPED RUNNERS, 3-5/8 INCH DEEP (MIN), 1-1/4 INCH LEGS, FORMED FROM MIN No 20 MSG GALVANIZED STEEL, ATTACHED TO FLOOR AND CONC WITH FASTENERS SPACED 24 INCHES O.C. 2 STEEL STUDS-"C"CHANNEL SHAPED, 3- 5/8" INCH DEEP (MIN), FORMED FROM No 20 MSG GALVANIZED STEEL SPACED AT 16 INCH O.C. (MAX.) STUDS TO BE ATTACHED TO BOTTOM CHORD OF TRUSSES. 3 BATTS AND BLANKETS(OPTIONAL) -MIN 3 INCH OF MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY.FASTEN FOR EACH BATT WITH MIN. 9/16 INCH LONG STAPLES. 4 GYPSUM WALLBOARD-(1) LAYER OF 5/8" THICK, ATTACHED TO STUDS WITH 1" TYPE S SCREWS @ 8" O.C. ALONG EDGES OF BOARD AND 12" O.C. IN THE FIELD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. 5 JOINT AND TAPE COMPOUND-VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEAD; PAPER TAPE, 2 INCH WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. 2 1 4 WALL TYPE PARTITION WITH GYPSUM WALLBOARD MOLD RESISTANT, PORCELAIN TILE AND 1/2" DUROCK CEMENTIOUS BACKER BOARD ON ONE SIDE. SEE INTERIOR ELEVATIONS.6"CEILING WALL TYPE SAME AS 1A -EXISTING PARTITION. 1 2 5 3 4 3 1 FLOOR AND CEILING RUNNERS- CHANNEL SHAPED RUNNERS, 6 INCH DEEP (MIN), 1-1/4 INCH LEGS, FORMED FROM MIN No 20 MSG GALVANIZED STEEL, ATTACHED TO FLOOR AND CONC WITH FASTENERS SPACED 24 INCHES O.C. 2 STEEL STUDS-"C"CHANNEL SHAPED, 6" INCH DEEP (MIN), FORMED FROM No 20 MSG GALVANIZED STEEL SPACED AT 16 INCH O.C. (MAX.) STUDS TO BE ATTACHED TO BOTTOM CHORD OF TRUSSES. 3 BATTS AND BLANKETS(OPTIONAL) -MIN 3 INCH OF MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY.FASTEN FOR EACH BATT WITH MIN. 9/16 INCH LONG STAPLES. 4 GYPSUM WALLBOARD-(1) LAYER OF 5/8" THICK, ATTACHED TO STUDS WITH 1" TYPE S SCREWS @ 8" O.C. ALONG EDGES OF BOARD AND 12" O.C. IN THE FIELD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. 5 JOINT AND TAPE COMPOUND-VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEAD; PAPER TAPE, 2 INCH WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. 2 1 4 6"CEILING 1 2 5 4 3 1 FLOOR AND CEILING RUNNERS- CHANNEL SHAPED RUNNERS, 6 INCH DEEP (MIN), 1-1/4 INCH LEGS, FORMED FROM MIN No 20 MSG GALVANIZED STEEL, ATTACHED TO FLOOR AND CONC WITH FASTENERS SPACED 24 INCHES O.C. 2 STEEL STUDS-"C"CHANNEL SHAPED, 6" INCH DEEP (MIN), FORMED FROM No 20 MSG GALVANIZED STEEL SPACED AT 16 INCH O.C. (MAX.) STUDS TO BE ATTACHED TO BOTTOM CHORD OF TRUSSES. 3 BATTS AND BLANKETS(OPTIONAL) -MIN 3 INCH OF MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY.FASTEN FOR EACH BATT WITH MIN. 9/16 INCH LONG STAPLES. 4 GYPSUM MOLD RESISTANT-(1) LAYER OF 5/8" THICK, 4FT WIDE, ATTACHED TO STEEL STUDS WITH 1" TYPE S SCREWS @ 8" O.C. ALONG EDGES OF BOARD AND 12" O.C. IN THE FIELD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. 5 JOINT AND TAPE COMPOUND-VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEAD;PAPER TAPE, 2 INCH WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. 6 PORCELAIN TILE SEE INTERIOR ELEVATIONS. 7 CEMENTIOUS 1/2" DUROCK CEMENTIOUS BACKER BOARD. 2 1 7 CEILING 6 6"4 7 6 1 2 5 1 FLOOR AND CEILING RUNNERS 3-5/8 INCH, 1-1/4 INCH LEGS, 20 MSG GALVANIZED STEEL, ATTACHED TO FLOOR AND DECK WITH FASTENERS @ 24 INCHES O.C. 2 STEEL STUDS-"C" CHANNEL 3-5/8" DEEP (MIN) 20 MSG GALVANIZED @ 16" O.C. MAX. STUDS TO BE ATTACHED TO BOTTOM CHORD OF TRUSSES. 3 BATTS AND BLANKETS MIN 1" OF MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. 4 GYPSUM WALLBOARD-(1) LAYER OF 5/8" THICK, 4FT WIDE, ATTACHED TO STEEL STUDS AND FLOORS WITH 1 INCH LONG TYPE S STEEL SCREWS SPACES 8 INCH O.C. ALONG EDGES OF BOARD AND 12 INCHES O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. 5 JOINT AND TAPE COMPOUND- VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN 2 COATS TO JOINTS AND SCREW HEAD; 2" W PAPER TAPE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. 2 1 4 CEILING6"4 1' - 0" 5 FIN. FLOOR (EXISTING) 0' -0" T.O. CONC. BEAM 12' -0" CLASSROOM 124 CLASSROOM 122STORAGE 124A STORAGE 122A EXISTING METAL TRUSSES EXISTING CEILING 5/8" TYPE 'X' GYP. BOARD @ BOTTOM CHORD OF TRUSSES TO REMAIN BOTTOM CHORD OF TRUSS 1 EX 1 3 310' - 0" 12' - 0"12' - 0" LAY-IN ACOUSTICAL CEILING TILE SEAL TIGHT WITH CAULK LAY-IN ACOUSTICAL CEILING TILE EXISTING CEILING 5/8" TYPE 'X' GYP. BOARD @ BOTTOM CHORD OF TRUSSES TO REMAIN EXISTING STOREFRONT DOOR BEYOND EXTEND FIRE SPRINKLER HEAD TO THE CEILING, BY OTHERS. SUBMIT SHOP DRAWINGS FOR APPROVAL. ANY PENETRATION TO BE CAULKED AND SEALED O F STATE A DIROLF RE GIS TIHCRATERED ECTAR 6897 Raul Ocampo. JR DWG IDENTIFICATION 10489 SOUTHWEST MEETING ST TRADITION, PORT ST. LUCIE, FL 34987 ARCHITECTURE | URBAN DESIGN TEL. (772) 286 9004 REGISTRATIONS HELD IN THE FOLLOWING STATES: CALIFORNIA, COLORADO, FLORIDA GEORGIA, NORTH CAROLINA MISSISSIPPI, TEXAS DRAWN BY:DATE:CHECKED BY: DESIGN CD BID THIS DRAWING HAS BEEN ISSUED ON THE DATE SHOWN & FOR THE PURPOSE NOTED TR/ST 1 2 3 4 C B A 1 2 3 4 C B A JOB FILE NUMBER:CONTRACT DOCUMENTS FOR:ADDRESS:REVISIONS: A R C H I T E C T U R E U R B A N D E S I G N PLANNING INTERIORS PLANNING | INTERIORS 06/25/2021 - - THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. ARCHITECTS DESIGN COLLABORATIVE, LLC HEREBY PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS. THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS ARE NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL OF ARCHITECT. THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN DIMENSIONS SHALL GOVERN). ANY DISCREPANCY BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND BETWEEN THEM AND FIELD CONDITIONS SHALL BE RESOLVED IN WRITING THRU THIS OFFICE (772) 286 9004. THESE PLANS ARE NOT TO BE SUBMITTED FOR PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. www. ADC-ARCHITECTS.NET Z:\_All_DWGs\_2021_Dwgs\I Dwgs\I-21139 - Baron Academy\2-Working Dwgs\RVT\21139_Baron Academy _REV1.rvt8/30/2021 11:24:55 AMA106 8557 COMMERCE CENTRE DRIVE, PORT ST. LUCIE, FL 34986BARON ACADEMY21-21139 Approver WALL TYPES AND SECTIONRENOVATIONPORT ST. LUCIE, FL08/30/2021 3/8" = 1'-0"A103 A CLASSROOM SECTION A-A No.Description Date A B C D E G7' - 0"3' - 0"7' - 0"5' - 0"7' - 0"4' - 0"7' - 0"3' - 0" F7' - 0"2' - 6"7' - 0"3' - 0" PANIC BAR SELF-CLOSER DOOR SCHEDULE NOTES: 1. HEAVY DUTY COMMERCIAL DOOR CLOSER. NOA # 18-0725.12 SERIES S-8080F FLUSH OUTSWING STEEL DOORS IMPACT. 2. DO NOT UNDERCUT DOORS. 3. PROVIDE A.D.A. COMPLIANT THRESHOLD W/ SOUND SWEEPS AT PRIVACY LOCATIONS. 4. CONTRACTOR SHALL PROVIDE AND INSTALL CUSTOMARY ACCESSORIES (SILENCERS, DOOR STOPS, ETC.) 5. ALL EXTERIOR DOOR LOCKSETS Schlage L9456626 Satin Chrome L-Series Commercial Grade 1 Mortise Keyed Entry Single Cylinder Corridor Lock Door Lever Set with Deadbolt (or equal). 6. INTERIOR DOOR LOCKSETS COMMERCIAL GRADE SIMPLEX L10111 UNICAN OR EQUIVALENT / HIGH SECURITY DEADBOLTS SCHLAGE B700 SERIES (OR EQUAL) HARDWARE NOTES (DOORS & STOREFRONTS): 1. SCHLAGE 'A' OR 'D' SERIES (ADA LEVER HANDLE) OR EQUAL, w/ FINISH PER TENANT. 2. ALL HARDWARE & THRESHOLDS TO COMPLY WITH CURRENT FLORIDA ACCESSIBILITY CODE. 3. ALL EXIT DOORS SHALL COMPLY WITH N.F.P.A. 101 5.2.1.5 AND 5.1.13, AND 2020 FBC 7TH EDITION. 4. ALL INTERIOR DOORS SOLID, STAIN-GRADE OR BETTER. (U.O.N.) DOOR TRIM, CASINGS & BASE SHALL BE PAINT-GRADE. 5. ALL INTERIOR DOOR HARDWARE PACKAGES TO BE PER TENANT/LANDLORD AGREEMENT. (U.O.N.) 6. ALL EXTERIOR DOORS ARE EXISTING TO REMAIN. LOCKSETS TO BE RE -KEYED PER TENANT.. 7. CONTRACTOR SHALL PROVIDE AND INSTALL CUSTOMARY ACCESSORIES (SILENCERS, DOOR STOPS, ETC.) FOR ALL DOORS WITH FINISHES AND STYL ES PER TENANT/LANDLORD AGREEMENT.8' - 0"6' - 0"SELF- CLOSER MATERIAL LEGEND TL1 TL2 TL3 PORCELAIN TILE 12"x12" DECORATIVE TILE 24"x 6" NOTE: ALL FINISHES, MATERIAL AND COLOR SELECTIONS TO BE COORDINATED WITH OWNER, INSTALLED BY GC. PT PAINT PORCELAIN TILE 24"x 24", SLIP RESISTANT LVT LUXURY VINYL TILE, COMMERCIAL GRADE, 10 MIL OR MORE ROOM NAME ROOM NUMBER BRAILLE SUBMIT SHOP DRAWINGS FOR INTERIOR SIGN BATHROOMS SHALL HAVE AN IDENTIFICATION SIGN PLACED ON THE OUTSIDE NEXT TO DOOR HANDLE 113 BREAK ROOM 9" 1/2"1/2"1/2"1/2"1/2"5/8"1/2"5/8"5/8"1"1/2"1"1/2"1 1/2"1/2"1/2"9"1/2"1/2"1/2"1/2" 60" FF FROM BOTTOM OF TOP LINE. NO LOWER THAT 48" FF TO BOTTOM OF BASE LINE. 111 8 3/4"5'-0"FINISH FLOOR SIGNAGE O F STATE A DIROLF RE GIS TIHCRATERED ECTAR 6897 Raul Ocampo. JR DWG IDENTIFICATION 10489 SOUTHWEST MEETING ST TRADITION, PORT ST. LUCIE, FL 34987 ARCHITECTURE | URBAN DESIGN TEL. (772) 286 9004 REGISTRATIONS HELD IN THE FOLLOWING STATES: CALIFORNIA, COLORADO, FLORIDA GEORGIA, NORTH CAROLINA MISSISSIPPI, TEXAS DRAWN BY:DATE:CHECKED BY: DESIGN CD BID THIS DRAWING HAS BEEN ISSUED ON THE DATE SHOWN & FOR THE PURPOSE NOTED TR/ST 1 2 3 4 C B A 1 2 3 4 C B A JOB FILE NUMBER:CONTRACT DOCUMENTS FOR:ADDRESS:REVISIONS: A R C H I T E C T U R E U R B A N D E S I G N PLANNING INTERIORS PLANNING | INTERIORS 06/25/2021 - - THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. ARCHITECTS DESIGN COLLABORATIVE, LLC HEREBY PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS. THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS ARE NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL OF ARCHITECT. THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN DIMENSIONS SHALL GOVERN). ANY DISCREPANCY BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND BETWEEN THEM AND FIELD CONDITIONS SHALL BE RESOLVED IN WRITING THRU THIS OFFICE (772) 286 9004. THESE PLANS ARE NOT TO BE SUBMITTED FOR PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. www. ADC-ARCHITECTS.NET Z:\_All_DWGs\_2021_Dwgs\I Dwgs\I-21139 - Baron Academy\2-Working Dwgs\RVT\21139_Baron Academy _REV1.rvt8/30/2021 11:25:03 AMA107 8557 COMMERCE CENTRE DRIVE, PORT ST. LUCIE, FL 34986BARON ACADEMY21-21139 Approver DOOR SCHEDULE, FINISH SCHEDULERENOVATIONPORT ST. LUCIE, FL08/30/2021 DOOR SCHEDULE DR. # COUN T ROOM ROOM # DIMENSIONS DOOR DR. TYPE FRAME HW. SET COMMENTSWIDTHHEIGHTTHK.MATL.FINISHMATL.FINISH100 1 ENTRY LOBBY 100 6' - 0"8' - 0"1 3/4"GLAZING ---A ALUM.---Set 7 104 1 ELECTRIC ROOM 104 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 4 w/ SELF CLOSER 105 1 HALLWAY 105 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 1 106 1 OFFICE 106 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 5 107 1 ACADEMY DEAN 107 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 5 108 1 EXECUTIVE DIRECTOR 108 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 5 109 1 STORAGE 109 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 4 112 1 THERAPY 112 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 5 w/ SELF CLOSER 113 1 STORAGE 113 5' - 0"7' - 0"1 3/4"SC WOOD PAINT C METAL PAINT Set 4 114 1 STAFF TOILET 114 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 2 w/ SELF CLOSER, KICK PLATE 115 1 STUDENTS FEMALE 115 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 2 w/ SELF CLOSER, KICK PLATE 116 1 STUDENTS MALE 116 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 2 w/ SELF CLOSER, KICK PLATE 117 1 HALLWAY 117 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 1 w/ SELF CLOSER 119 1 CLASSROOM 119 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 5 w/ SELF CLOSER, KICK PLATE 122 1 CLASSROOM 122 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 5 w/ SELF CLOSER, KICK PLATE 122A 1 STORAGE 122A 5' - 0"7' - 0"1 3/4"SC WOOD PAINT C METAL PAINT Set 4 124 1 CLASSROOM 124 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 5 w/ SELF CLOSER, KICK PLATE 124A 1 STORAGE 124A 5' - 0"7' - 0"1 3/4"SC WOOD PAINT C METAL PAINT Set 4 126 1 CLASSROOM 126 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 5 w/ SELF CLOSER, KICK PLATE 126A 1 STORAGE 126A 5' - 0"7' - 0"1 3/4"SC WOOD PAINT C METAL PAINT Set 4 127 1 HALLWAY 127 3' - 0"7' - 0"1 3/4"METAL ---G METAL ---Set 6 w/ PANIC HARDWARE, SELF CLOSER 127A 1 STORAGE 127A 5' - 0"7' - 0"1 3/4"SC WOOD PAINT C METAL PAINT Set 4 127B 1 STORAGE 127B 5' - 0"7' - 0"1 3/4"SC WOOD PAINT C METAL PAINT Set 4 128 1 AHU 128 4' - 0"7' - 0"1 3/4"SC WOOD PAINT D METAL PAINT Set 4 w/ SELF CLOSER 129 1 CENTER ROOM 129 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 5 w/ SELF CLOSER, KICK PLATE 130 1 CENTER ROOM 130 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 5 w/ SELF CLOSER, KICK PLATE 131 1 CENTER ROOM 131 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 5 w/ SELF CLOSER, KICK PLATE 132 1 CENTER ROOM 132 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 5 w/ SELF CLOSER, KICK PLATE 133 1 AHU 133 4' - 0"7' - 0"1 3/4"SC WOOD PAINT D METAL PAINT Set 4 w/ SELF CLOSER 135RR 1 MEN 135 3' - 0"7' - 0"1 3/4"SC WOOD PAINT B METAL PAINT Set 2 RR=EXISTING RELOCATED AND REFURBISHED. DOOR SIZE TO BE VERIFIED IN FIELD. w/ SELF CLOSER, KICK PLATE 136RR 1 STORAGE 136 3' - 0"7' - 0"1 3/4"SC WOOD PAINT E METAL PAINT Set 4 RR=EXISTING RELOCATED AND REFURBISHED. DOOR SIZE TO BE VERIFIED IN FIELD. w/ SELF CLOSER, KICK PLATE 137RR 1 WOMEN 137 3' - 0"7' - 0"1 3/4"SC WOOD PAINT E METAL PAINT Set 2 RR=EXISTING RELOCATED AND REFURBISHED. DOOR SIZE TO BE VERIFIED IN FIELD. w/ SELF CLOSER, KICK PLATE 139RR 1 IT ROOM 139 2' - 6"7' - 0"1 3/4"SC WOOD PAINT F METAL PAINT Set 4 RR=EXISTING RELOCATED AND REFURBISHED. DOOR SIZE TO BE VERIFIED IN FIELD. w/ SELF CLOSER, KICK PLATE Grand total: 33 DOOR HW SCHEDULE SET #MFR LEVER STYLE FINISH STRIKE MODEL STYLE Set 1 Schlage NEP PASSAGE 626 SATIN CHROME ANSI F75 JUPITER LEVER AL10S Set 2 Schlage NEP PRIVACY LOCK 626 SATIN CHROME ANSI F76 JUPITER LEVER AL40S Set 3 Schlage NEP KEYED ENTRANCE LOCK 626 SATIN CHROME ANSI F82 JUPITER LEVER AL50PD Set 4 Schlage NEP STORE ROOM LOCK 626 SATIN CHROME ANSI F86 JUPITER LEVER AL80PD Set 5 Schlage NEP CLASSROOM LOCK 626 SATIN CHROME ANSI F84 JUPITER LEVER AL70PD Set 6 Schlage NEP KEY ENTRANCE WITH PANIC BAR Set 7 Schlage NEP ENTRANCE LOCK 626 SATIN CHROME ANSI F109 JUPITER LEVER AL53PD Set 8 Schlage NEP ELECTRONIC LOCK WITH LOCKER ROOM FINISH SCHEDULE ROOM NO ROOM NAME FINISH CLNG HT COMMENTSFLOORBASEWALLCEILING 100 ENTRY LOBBY EXIST. TILE WOOD GWB/PT GWB/PT 10' - 0"TRAVERTINE TILE TO BE FILLED AND SEALED 101 RECEPTIONIST/ WAITING LVT WOOD GWB/PT ACT 10' - 0" 102 AHU EXIST.EXIST.GWB/PT EXIST.EXIST. 103 HALLWAY LVT WOOD GWB/PT ACT 10' - 0" 104 ELECTRIC ROOM LVT WOOD GWB/PT ACT 10' - 0" 105 HALLWAY LVT WOOD GWB/PT ACT 10' - 0" 106 OFFICE LVT WOOD GWB/PT ACT 10' - 0" 107 ACADEMY DEAN LVT WOOD GWB/PT ACT 10' - 0" 108 EXECUTIVE DIRECTOR LVT WOOD GWB/PT ACT 10' - 0" 109 STORAGE LVT WOOD GWB/PT GWB/PT 10' - 0" 110 MAIL/COPY WORK AREA LVT WOOD GWB/PT ACT 10' - 0" 111 BREAKROOM LVT WOOD GWB/PT ACT 10' - 0" 112 THERAPY LVT WOOD GWB/PT ACT 10' - 0" 113 STORAGE LVT WOOD GWB/PT GWB/PT 10' - 0" 114 STAFF TOILET TL3 TL2 TL1 GWB/PT 10' - 0" 115 STUDENTS FEMALE TL3 TL2 TL1 GWB/PT 10' - 0" 116 STUDENTS MALE TL3 TL2 TL1 GWB/PT 10' - 0" 117 HALLWAY LVT WOOD GWB/PT ACT 10' - 0" 118 HALLWAY EXIST. TILE WOOD GWB/PT ACT 10' - 0"TRAVERTINE TILE TO BE FILLED AND SEALED 119 CLASSROOM EXIST. TILE WOOD GWB/PT ACT 12' - 0"TRAVERTINE TILE TO BE FILLED AND SEALED 120 HALLWAY EXIST. TILE WOOD GWB/PT ACT 10' - 0"TRAVERTINE TILE TO BE FILLED AND SEALED 121 OCTAGON EXIST. TILE WOOD GWB/PT GWB/PT 12' - 0"TRAVERTINE TILE TO BE FILLED AND SEALED 122 CLASSROOM EXIST. TILE WOOD GWB/PT ACT 12' - 0"TRAVERTINE TILE TO BE FILLED AND SEALED 122A STORAGE MATCH EXIST. ADJACENT SPACE WOOD GWB/PT GWB/PT 10' - 0" 123 HALLWAY EXIST. TILE WOOD GWB/PT ACT 10' - 0"TRAVERTINE TILE TO BE FILLED AND SEALED 124 CLASSROOM EXIST. TILE WOOD GWB/PT ACT 12' - 0"TRAVERTINE TILE TO BE FILLED AND SEALED 124A STORAGE MATCH EXIST. ADJACENT SPACE WOOD GWB/PT GWB/PT 10' - 0" 125 HALLWAY EXIST. TILE WOOD GWB/PT ACT 10' - 0"TRAVERTINE TILE TO BE FILLED AND SEALED 126 CLASSROOM EXIST. TILE WOOD GWB/PT ACT 12' - 0"TRAVERTINE TILE TO BE FILLED AND SEALED 126A STORAGE MATCH EXIST. ADJACENT SPACE WOOD GWB/PT GWB/PT 10' - 0" 127 HALLWAY LVT WOOD GWB/PT ACT 10' - 0" 127A STORAGE LVT WOOD GWB/PT GWB/PT 10' - 0" 127B STORAGE LVT WOOD GWB/PT GWB/PT 10' - 0" 128 AHU LVT WOOD GWB/PT MATCH EXIST EXIST. 129 CENTER ROOM LVT WOOD GWB/PT ACT 10' - 0" 130 CENTER ROOM LVT WOOD GWB/PT ACT 10' - 0" 131 CENTER ROOM LVT WOOD GWB/PT ACT 10' - 0" 132 CENTER ROOM LVT WOOD GWB/PT ACT 10' - 0" 133 AHU LVT WOOD GWB/PT MATCH EXIST EXIST. 134 JAN.EXIST.EXIST.EXIST.EXIST.EXIST. 135 MEN MATCH EXIST. ADJACENT SPACE MATCH. EXIST. GWB/PT GWB/PT 9' - 0" 136 STORAGE MATCH EXIST. ADJACENT SPACE MATCH. EXIST. GWB/PT GWB/PT 9' - 0" 137 WOMEN MATCH EXIST. ADJACENT SPACE MATCH. EXIST. GWB/PT GWB/PT 9' - 0" 138 RESTROOMS VESTIBULE MATCH EXIST. ADJACENT SPACE MATCH. EXIST. GWB/PT GWB/PT 9' - 0" 139 IT ROOM MATCH EXIST. ADJACENT SPACE MATCH. EXIST. GWB/PT GWB/PT 9' - 0" NOTE: RR = RELOCATED AND REFURBISHED EXISTING DOOR, VERIFY SIZE IN FIELD. SCALE: 3" = 1'-0"1 SIGNAGE DETAIL 1 SCALE: 3/4" = 1'-0"2 SIGNAGE DETAIL 2 No.Description Date CONCRETE FILLED LINTEL OR CONCRETE BEAM 5/8" STUCCO FINISH ON 7 5/8" C.M.U. CONT. SEALANT ON BOTH SIDES HOLLOW METAL HEADER GROUT FILLED SEE FINISH SCHEDULE FOR INTERIOR WALL FINISH EXTERIOR SIDE INTERIOR SIDE CORNER BEAD TYP. 5/8" J MOLDING MAKE SCREW HEADS INDISCERNABLE 7/8" FURRING HATS INSULATION MAX.1/2"DOOR BOTTOM SEAL FLUSH COMMERCIAL STEEL DOOR PEMCO THRESHOLD SET IN FULL BED OF MASTIC THRESHOLD ATTACHMENT (3) - 3/16" X 1" COUNTERSUNK MACHINE SCREWS, 6-1/4" FROM EACH END AND AT MIDSPAN. SEE PRODUCT APPROVAL REPORT FOR ANY ADDITIONAL REQUIREMENTS NOTE: 1. SEE HARDWARE FOR ADDITIONAL REQUIREMENTS 2. SEE PRODUCT APPROVAL REPORT FOR ADDITIONAL REQUIREMENTS5/8"SEALANT FULL PERIMETER HOLLOW METAL DOOR JAMB GROUT FILLED SEALANT FULL PERIMETER CONCRETE FILLED CELL ON CONC. COLUMN 3 EXPANSION BOLTS PER JAMB MIN. CORNER BEAD (TYP.) 2" POLYISOCIANURATED RIGID INSULATION 5/8" GYPSUM BOARD ON 7/8" METAL FURRING HAT STUDS MAKE SCREW HEADS INDISCERNABLE 5/8" STUCCO ON 7 5/8" C.M.U SEE FINISH SCHEDULE FOR INTERIOR WALL FINISH SEE FINISH SCHEDULE FOR INTERIOR WALL FINISH 3 5/8" 20 GA . GALV. METAL STUD @ 16" O.C. AND 2 AT DOOR FRAME #S 12 SCREW @ EACH ANCHOR VERIFY W/FRAME J-MOLDING DOOR 2" 3 ANCHORS PER JAMB MIN. ONE 12" FROM TOP AND BOTTOM AND ONE@ CENTER OF FRAME (30" O.C.C. CAULK FULL PERIMETER BOTH SIDES 2x4 BUCK SEE FINISH SCHEDULE FOR INTERIOR WALL FINISH SEE FINISH SCHEDULE FOR INTERIOR WALL FINISH 3 5/8" 20 GA . GALV. METAL STUD @ 16" O.C. AND 2 AT DOOR FRAME #S 12 SCREW @ EACH ANCHOR VERIFY W/FRAME J-MOLDING DOOR 2"3 ANCHORS PER JAMB MIN. ONE 12" FROM TOP AND BOTTOM AND ONE@ CENTER OF FRAME (30" O.C.C. CAULK FULL PERIMETER BOTH SIDES 2x4 BUCK 3/4"1 1/4"3 1/2"1 1/4"VAR.1 1/4"1/2"1 1/8"1/8"9/16" ALTERNATE SETUP UP TO 96" X 120" PAIR FAS10-16 SPACED @ +12"O.C. 1/2"1 3/4"1/8"1 3/4"1/16"9/16"3 11/16" MIN.1 1/4"VAR.1 1/4" MIN. ALTERNATE SETUP UP TO 96" X 120" PAIR FAS10-16 +12"O.C. OPTIONAL BOTTOM SWEEP 4"3/16"1/2"11/16"PROVIDE MAIN RUNNERS CONTINUOUS IN LINE WITH EACH SIDE OF RECESSED LIGHT AND PARALLEL MAXIMUM 4'-0" ON CENTERS IN THE CEILING FIELD. CROSS RUNNERS SHALL BE MAXIMUM 2'-0" ON CENTERS. PROVIDE ACCESSIBLE HOLD-DOWN CLIPS FOR ACOUSTIC TILES LESS THAN 1 LB./SQ.FT. PROVIDE MINIMUM 12 GAUGE GALVANIZED STEEL HANGER WIRE MAXIMUM 4'-0" ON CENTERS ALONG MAIN RUNNERS. O F STATE A DIROLF RE GIS TIHCRATERED ECTAR 6897 Raul Ocampo. JR DWG IDENTIFICATION 10489 SOUTHWEST MEETING ST TRADITION, PORT ST. LUCIE, FL 34987 ARCHITECTURE | URBAN DESIGN TEL. (772) 286 9004 REGISTRATIONS HELD IN THE FOLLOWING STATES: CALIFORNIA, COLORADO, FLORIDA GEORGIA, NORTH CAROLINA MISSISSIPPI, TEXAS DRAWN BY:DATE:CHECKED BY: DESIGN CD BID THIS DRAWING HAS BEEN ISSUED ON THE DATE SHOWN & FOR THE PURPOSE NOTED TR/ST 1 2 3 4 C B A 1 2 3 4 C B A JOB FILE NUMBER:CONTRACT DOCUMENTS FOR:ADDRESS:REVISIONS: A R C H I T E C T U R E U R B A N D E S I G N PLANNING INTERIORS PLANNING | INTERIORS 06/25/2021 - - THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. ARCHITECTS DESIGN COLLABORATIVE, LLC HEREBY PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS. THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS ARE NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL OF ARCHITECT. THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN DIMENSIONS SHALL GOVERN). ANY DISCREPANCY BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND BETWEEN THEM AND FIELD CONDITIONS SHALL BE RESOLVED IN WRITING THRU THIS OFFICE (772) 286 9004. THESE PLANS ARE NOT TO BE SUBMITTED FOR PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. www. ADC-ARCHITECTS.NET Z:\_All_DWGs\_2021_Dwgs\I Dwgs\I-21139 - Baron Academy\2-Working Dwgs\RVT\21139_Baron Academy _REV1.rvt8/30/2021 11:25:08 AMA108 8557 COMMERCE CENTRE DRIVE, PORT ST. LUCIE, FL 34986BARON ACADEMY21-21139 Designer Author Approver DETAILSRENOVATION PORT ST. LUCIE, FL08/30/2021 SCALE: 3" = 1'-0"1 TYP. DOOR HEAD DETAIL -EXT. CMU WALL SCALE: 6" = 1'-0"3 THRESHOLD DETAIL -EXPOSED CONCRETE SCALE: 3" = 1'-0"2 TYP. DOOR JAMB DETAIL -EXT. DOOR & DRYWALL INT. SCALE: 3" = 1'-0"5 TYP. DOOR JAMB DETAIL PARTITION SCALE: 3" = 1'-0"4 TYP. DOOR HEAD DETAIL -PARTITION SCALE: 6" = 1'-0"6 TYP. STOREFRONT DOOR HEAD SCALE: 6" = 1'-0"7 TYP. STOREFRONT DOOR JAMB SCALE: 6" = 1'-0"8 TYP. STOREFRONT BOTTOM RAIL THRESHOLD SCALE: 1 1/2" = 1'-0"9 CEILING DETAIL ACOUSTICAL TILE No.Description Date