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HomeMy WebLinkAbout01 ARCH CONTRACT DOCUMENTS FOR : CHILD ADVIDCAC "Y CF.NTER 8565 COMMERCE CENTER DRIVE , PORT ST . LUCIE , FL 34968 21 -21138 ZOO',-] V-- ARC H ITECT S D E S IGN COLLABORATIVE , LLC ARCHITECTURE URBAN DESIGN PLANNING INTERIORS 10489 SOUTHWEST MEETING ST Digitally signed by Raul Ocampo, TRADITION, PORT ST.LUCIE,FL 34987 TEL.(772)286 9004 J r. www.ADC-ARCHITECTS.NET www.OASTUDIO.NET DN: cn=Raul Ocampo, Jr., o=ADC Architects, ou=AR 6897, email=ro@adc-architects.net, c=US Date: 2021 .06.29 16:31 :30 -04'00' 1 2 4 AFF ABOVE FINISHED FLOOR CER CERAMIC EP ELECTRICAL PANEL FURR FURRING JT JOINT PNL PANEL RBR RUBBER T&B TOP AND BOTTOM INDEX OF DRAWINGS AFG ABOVE FINISHED GRADE CT CERAMIC TILE EL ELEVATION GALV GALVANIZED JST JOIST PBD PARTICLE BOARD SCHED SCHEDULE TO TOP OF ACC ACCESSIBLE C CHANNEL ELEV ELEVATOR GSM GALVANIZED SHEET METAL KIT KITCHEN PTN PARTITION SECT SECTION TOB TOP OF BEAM CURRENT ACT ACOUSTIC CEILING TILE CH CHILLER EMER EMERGENCY GV GAS VALVE KO KNOCK OUT PAV PAVING SAF SELF ADHERED FLASHING TOC TOP OF CONCRETE SHEET # DESCRIPTION REV. ACOUS ACOUSTICAL CO CLEANOUT ENCL ENCLOSURE GA GAUGE LAM LAMINATE PERF PERFORATED SSK SERVICE SINK TOS TOP OF STEEL T CLR CLEAR ENG ENGINEER GEN GENERAL LAV LAVATORY PERIM PERIMETER SHT SHEET TB TOWEL BAR APC ACOUSTICAL PANEL CEILING CCTV CLOSED CIRCUIT TELEVISION EQ EQUAL GC GENERAL CONTRACT(OR) LT LIGHT PERP PERPENDICULAR SM SHEET METAL T TREAD A000 COVER SHEET A R C H z T E C T S D E S r G N ADJ ADJACENT CW COLD WATER EQUIP EQUIPMENT GL GLASS LLH LONG LEG HORIZONTAL PLAS PLASTER SHR SHOWER TS TUBE STEEL A001 INDEX OF DRAWINGS, C o LLAB o RATIVE , LLC AGGR AGGREGATE COL COLUMN EPDM ETHYLENE PROPYLENE DIENE GFRC GLASS FIBER REINFORCED LLV LONG LEG VERTICAL PLAM PLASTIC LAMINATE SIM SIMILAR TYP TYPICAL ABBREVIATIONS AND SYMBOLS ARCHITECTURE I URBAN DESIGN AC AIR CONDITIONING CONIC CONCRETE M-CLASS CONCRETE LB POUNDS PI. PLATE SC SOLID CORE UNFIN UNFINISHED A002 GENERAL NOTES AND DATA PLANNING I INTERIORS ALT ALTERNATE CMU CONCRETE MASONRY UNIT EXH EXHAUST GRFG GLASS FIBER REINFORCED MH MANHOLE PLBG PLUMBING STC SOUND TRANSMISSION LINO UNLESS NOTED OTHERWISE ALUM ALUMINUM EXIST EXISTING GYPSUM COEFFICIENT A003 GENERAL NOTES AND DATA 0489 SOUTHWEST MEETINGST COND CONDITION MFR MANUFACTURER PLYWD PLYWOOD LION UNLESS OTHERWISE NOTED TRADITION, AB ANCHOR BOLT EXP EXPANSION GLAZ GLAZING S SOUTH Al1 LIFE SAFETY PLAN PORT ST.LUCIE,FL34987 CONN CONNECTION MAS MASONRY PT POINT URNL URINAL TEL.(772)2869004 & AND CONST CONSTRUCTION EB EXPANSION BOLT GB GRAB BAR MO MASONRY OPENING POL POLISHED SPKR SPEAKER VR VAPOR RETARDER A102 EXISTING / DEMO PLAN www.ADC-ARCHITECTS.NET ANOD ANODIZED CONT CONTINUOUS EJ EXPANSION JOINT GRAN GRANULAR MAX MAXIMUM PVC POLYVINYL CHLORIDE SPEC SPECIFICATION VAR VARIES APPRO APPROXIMATE CONTR CONTRACTOR EXT EXTERIOR GIRD GROUND MECH MECHANICAL PLF POUNDS PER LINEAR FOOT SPEC SPECIFIED OR SPECIFICATION VAC VENTILATION AND AIR A103 RENOVATION FLOOR PLAN OVERALL REGISTRATIONS HELD IN THE FOLLOWING STATES: CALIFORNIA,COLORADO, FLORIDA X CJ CONTROL JOINT FWC FABRIC WALL COVERING GYP GYPSUM MED MEDIUM PSF POUNDS PER SQUARE FOOT SH SPRINKLER HEAD CONDITIONING A104 ENLARGED FLOOR PLAN GEORGIA, NORTH CAROLINA ARCH ARCHITECTURAL FWP FABRIC WRAPPED PANEL GWB GYPSUM WALL BOARD MISSISSIPPI,TEXAS COORD COORDINATE MEMBR MEMBRANE PDF POWER DRIVEN FASTENER SPK SPRINKLER OR SPEAKER VIF VERIFY IN FIELD A A105 ENLARGED FLOOR PLAN AD AREA DRAIN CIS CORNER GUARD FB FACE BRICK HC HANDICAPPED MTL METAL PC PRECAST SO SQUARE VERT VERTICAL ARCHITECTURE ASPH ASPHALT CORR CORRIDOR FO FACE OF HNDRL HANDRAIL MIN MINIMUM PREFA PREFABRICATED SF SQUARE FEET/FOOT VEST VESTIBULE A106 ARCHITECTURAL REFLECTED URBAN @ AT CNTR COUNTER FT FEET/FOOT HDWR HARDWARE MISC MISCELLANEOUS B SS STAINLESS STEEL VCT VINYL COMPOSITION TILE CEILING PLAN PLANNING INTERIORS ATTN ATTENTION HDWD HARDWOOD MR MOISTURE RESISTANT PT PRESSURE TREATED SIP STANDPIPE VT VINYL TILE CTSK COUNTERSUNK FRC FIBER REINFORCED A107 INTERIOR ELEVATIONS AV AUDIOVISUAL CONCRETE HTG HEATING PROJ PROJECT STA STATION VWC VINYL WALL COVERING THESE DRAWINGS ARE INSTRUMENTSIVE, LL SERVICE. AUTO AUTOMATIC DMPF DAMP PROOFING FIN FINISH HVAC HEATING VENTILATION &AIR MTD MOUNTED A108 INTERIOR ELEVATIONS ARGHITEGTS DESIGN MIN HEREBY QTY QUANTITY STL STEEL VP VISION PANEL PRESERVES ITS OMMDN LAW COPYRIGHT AND OTHER D DEEP, DEPTH MTG MOUNTING PROPERTY RIGHTS '" THESE PLANS, SPECIFICATIONS' BSMNT BASEMENT FFEL FINISH FLOOR ELEVATION CONDITIONING DESIGNS AND IDEAS. THESE DEG DEGREE MULL MULLION QT QUARRY TILE STOR STORAGE WSCT WAINSCOT A109 SCHEDULES AND DETAILS PLANS. SPEGIEIGATI°NS. DESIGNS AND IDEAS ARE HGT HEIGHT NOT TO BE COPED OR REPRODUCED WITHOUT WRITTEN DEMO DEMOLISH OR DEMOLITION NC NOISE CRITERIA BM BEAM FA FIRE ALARM RAD RADIUS SD STORM DRAIN WC WATER CLOSET A110 WALL TYPES & DETAILS APPROVAL OF ARCHITECT. BRIG BEARING FDC FIRE DEPARTMENT H HIGH/HEIGHT THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN DEMO DEMOLITION NOM NOMINAL R RADIUS/RISER STRG STRINGER WV WATER VALVE DIMENSIONS SHALL GOVERN). ANY DISCREPANCY BIT BITUMINOUS DEPT DEPARTMENT CONNECTION HO HOLD OPEN N NORTH RWL RAIN WATER LEADER STRUC STRUCTURAL WPM WATERPROOF MEMBRANE E0.1 ELECTRICAL NOTES, LEGEND & INDEX BBTWEENTHEM°AND'FIELDACONDTIONSCSHALL BE° 286 BLK BLOCK DTL DETAIL FE FIRE EXTINGUISHER HM HOLLOW METAL NA NOT APPLICABLE RTD RATED WP WATERPROOF/WATERPROOFI E2.1 LIGHTING PLAN RESOLVED E WRITING RE N THIS OFFICE (TTED FOR BLKG BLOCKING FEC FIRE EXTINGUISHER CABINET HORIZ HORIZONTAL T 9DD4. THESE PLANS ARE NOT A BE Y ARCHED FOR DIA DIAMETER NIC NOT IN CONTRACT RTG RATING STRUC STRUCTURE OR STRUCTURAL NG PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. BD BOARD FHC FIRE HOSE CABINET HB HOSE BIB RECPT RECEPTACLE T WS WEATHER-STRIPPING E3.1 POWER PLAN DIFF DIFFUSER NTS NOT TO SCALE BOT BOTTOM FP FIRE PROTECTION HB HOSE BIBB REC RECESSED SUBCA SUBCATEGORY WT WEIGHT E5.1 ELECTRICAL RISER DIAGRAM DIM DIMENSION NO NUMBER r.� Raul F FR FIRE RESISTANT HRC HOSE REEL CABINET T �OBO BOTTOM OF DIMS DIMENSIONS OFF OFFICE REF REFERENCE WWF WELDED WIRE FABRIC M0.1 MECHANICAL NOTES, LEGEND & RBRKT BRACKET FRT FIRE RETARDANT TREATED HW HOT WATER RCP REFLECTED CEILING PLAN SA SUPPLY AIRWVVM WELDED WIRE MESH DW DISHWASHER OC ON CENTER INDEXBRK BRICK FPG FIREPROOFING HR HOUR SM SURFACE MOUNTEDDISP DISPENSER OPNG OPENING REFR REFRIGERATOR W WIDE/WEST po.JR BLDG BUILDING FIXT FIXTURE INCAN INCANDESCENT SUSP SUSPENDED M2.1 MECHANICAL FLOOR PLAN DIV DIVISION OPP OPPOSITE REG REGISTER WIN WINDOW CAB CABINET FLASH FLASHING D SYM SYMMETRICAL DR DOOR CIA OUTSIDE AIR REINF REINFORCED WM WIRE MESH M6.1 MECHANICAL SCHEDULES AR 6897 CPT CARPET DO DOOR OPENING FH FLAT HEAD IN INCH/INCHES OD OUTSIDE DIAMETER REINF REINFORCED REINFORCING SYS SYSTEM W/ WITH 06/25/2021 P0.1 PLUMBING NOTES, LEGENDS AND v CI CAST IRON FLR FLOOR INCL INCLUDED/INCLUDING TKBD TACK BOARD DBL DOUBLE OD OVERFLOW DRAIN REL RELOCATE W/O WITHOUT DETAILS CIP CAST-IN-PLACE FD FLOOR DRAIN INFO INFORMATION REM REMOVABLE TELE TELEPHONE WD WOOD FRED Ate' ,� DN DOWN ORD OVERFLOW ROOF DRAIN CB CATCH BASIN DS DOWNSPOUT OH OVERHEAD FD FLOOR DRAIN OR FIRE ID INSIDE DIAMETER REQ REQUIRE/REQUIRED TEL TELEPHONE/TELECOM P2.1 SANITARY PLAN CAT CATEGORY DEPARTMENT INSUL INSULATED OR INSULATION TV TELEVISION DRN DRAIN OFCI OWNER FURNISHED, READ REQUIRED P3.1 DOMESTIC WATER PLAN CLG CEILING FLUOR FLUORESCENT INSUL INSULATION CONTRACTOR INSTALLED RESIL RESILIENT TEMP TEMPERATURE DWG DRAWER CEM CEMENT DWG DRAWING FFB FLUSH FLOOR BOX INT INTERIOR OFOI OWNER FURNISHED, OWNER RB RESILIENT BASE TMPD TEMPERED P5.1 PLUMBING ISOMETRICS REVISIONS: CB CEMENT BOARD DF DRINKING FOUNTAIN RA RETURN AIR FTG FOOTING INTER INTERMEDIATE INSTALLED FND FOUNDATION M TEMP TEMPORARY TOTAL NUMBER OF SHEETS IN SET: 25 No. Description Date CBU CEMENTITIOUS BACKER UNIT P PAINT REV REVISION/REVISED THK THICKNESS EA EACH FURN FURNITURE INV INVERT RD ROOF DRAIN CTR CENTER E EAST PNT PAINT OR PAINTED THRU THROUGH CC CENTER TO CENTER FF&E FURNITURE, FIXTURES AND JAN JANITOR PTD PAINTED RM ROOM TLT TOILET ELEC ELECTRICAL CL CENTERLINE EQUIPMENT JC JANITOR'S CLOSET PR PAIR RO ROUGH OPENING T&G TONGUE AND GROOVE STANDARD SYMBOLS RCP LEGEND SYMBOLS POWER LEGEND MECH. LEGEND SYMBOLS BUILDING AREA TABULATIONS: EMERGENCY LIGHT DUPLEX RECEPTACLE@12"A.F.F. 20AMP, 120V SMOKE DETECTOR - CLG MOUNTED EXISTING ENCLOSED AREA EAST WING 2,426 S.F. SLOPE 0 HI HAT LED LIGHT 101 ROOM SPACE NUMBER DIRECTION OF SLOPE RECESSED STROBE & SIREN c (?CC = 8"ABOVE COUNTER SD SMOKE DETECTOR - WALL MOUNTED ��� FAN n �� �U UC= UNDER COUNTER \ V�V " FLEX DUCTS WEST WING 6,514 S.F. CEILING MOUNTED SECURITY CLOSED 110V HARD WIRED W/BATTERY BACKUP v NOTES WALL MOUNTED rvQ TV - CAMERA (MONITORED) GFI=GROUND FAULT CIRCUIT INTERRUPTER PER NFPA 72& 2010 FBC EXISTING COVERED ENTRY 1,054 S.F.BREAK LINE Q LED LIGHT FIXTURES LED FIXTURE 11GFI�WP� WP=WHEATHERPROOF EXISTING LOGGIA 1,016 S.F. B 1 x 2 WRAPAROUND Qll TOP-HALF TO SUITCH SECURITY CLOSED RETURN AIR REGISTER WALL TYPE �, LED FIXTURE �, SECURITY CAMERA CEILING MTD - Tv TV- CAMERA (MONITORED) MANUAL OCCUPANCY B (BUSINESS) 1 REVISION MARK LED FIXTURE (MOTION ACTIVATED) QUADRAPLEX RECEPTACLE LED FIXTURE DAMPER REVISION NUMBER SPECIAL PURPOSE OUTLET (INSTALLED BY AUTHORIZED 4" ROUND. APERTURE 4 @4'-0"A.F.F. 220V Digitally signed by Raul Oca po, AF` WINDOW LETTER O wP VAPOOCATIONOOF (DAMP � n PERSONNEL) � CONSTRUCTION : J ' EAREA TO BE DEMOLISHED /0`\/ FAN � JUNCTION BOX RETURN AIR GRILLE v v � JUNCTION BOX (CEILING) SECURITY CAMERA CEILING MTD T THERMOSTAT N: cn=Raul Ocampo,fir., o ADC (MOTION ACTIVATED) O MOUNT @ 48" A.F.F. FBC TYPE IIB - UNPROTECTED, SPRINKLERED ONE STORY STOREFRONT �I 2 x 4 RECESSED TROFFER Architects, ou=AR 6897, 1 F NUMBER/LETTER ICI LED FIXTURE ® - LED FIXTURE REINFORCED CMU LOAD-BEARING EXT. WALLS W/METAL STUDS FIN.1sTFLooR. FLOOR PLAN AIR DUCTS TV PREWIRED CATV JACK �'' (INSTALLED BY AUTHORIZED AND TRUSSES. �J n e ail=r dc-architects.ne , ELEV+O'-O"A.F.F. ELEVATION NOTE 4 V 7 TELEPHONE JACK PERSONNEL) EXHAUST FIXTURE 1 NFPA II (0,0,0) C US � .I I 101 ! DOOR TAG 2 x 4 RECESSED TROFFER 3 D R SWITCHES: RIGID DUCT ate: 21,106.29 16:33:18 -0 '00' o�-o° REFLECTED CEILING � EMERGENCY RETURN AIR GRILLE 1 POLE, 3-WAY, DIMMER, FAN RHEOSTAT EXHAUST FAN/LIGHT � rL� 1 - DECAL NUMBER PLAN ELEVATION NOTE EXHAUST FAN W/O LIGHT 1 1 1 INTERIOR ELEVATION LED FIXTURE SURFACE2 TUBE MOUNT T) EXHAUST FIXTURE Lo y L/1 EXHAUST FAN / LIGHT LOCATION : WALL(SHADE PORTIONS-SIDE SWITCH - PUSHBUTTON CONSIDERED) ELEV.+/-o'-0"F.F. ELEVATION LEVEL DETAIL NUMBER FIRST FLOOR ELEV. LEVEL LINE/CONTROL EXTERIOR FLOODLIGHTS Q 4 BUZZER FOR ELECT. DOOR LOCK AIR COOLED SITE ADDRESS: 8556 COMMERCE CENTER DRIVE, PORT ST. 1 DETAIL POINT LED FIXTURE W/ FAN EXHAUST FIXTURE MTD@36"A.F.F. T1 AIR CONDITIONING THERMOSTAT w A1oo MOTION SENSOR 75 CFM EXHAUST W/AHU NUMBER CONDENSING UNIT LUCIE, FL 34986 rx L SHEET/REFERENCE DWG NUMBER EXTERIOR FLOODLIGHTS ❑K FAN EXHAUST FIXTURE SECURITY KEYPAD /� � 0 75 CFM EXHAUST 1 SECTION LETTER +10.5' NEW OR EQUIPPED DECKS OR SOFFITS AC DIFFUSSER ❑-1 � DISCONNECT SWITCH \ PROJECT NARRATIVE: U w BUILDING SECTION POINT ELEVATION (PLAN) LED FIXTURE v FAN MOUNTED @ 8' 0" HEIGHT A.F.F. M--I 101 SHEET NUMBER EXIT LIGHT AIR HANDLING UNIT THESE CONSTRUCTION DOCUMENTS ARE INTENDED FOR THE EXIT P D PANIC BUTTON W/ALARM MTD@42"A.F.F. ELECTRICAL PANEL rn ELEVATION EXISTINGW/BATTERY BACKUP Q Q DURESS BUTTON CONNECTED TO SEC. � LOAD CENTER 0AC DIFFUSSER RENOVATION OF EXISTING ONE STORY BUILDING OF 8,940 SF ' \ co ( ) �T CHANGE IN SURFACE +10.5' POINT ELEVATION PLAN INTERCOM KEYPAD CIRCUIT BREAKER PANEL LOCATED AS SHOWN ON SURVEY. THIS WILL BE A LEVEL TWO v f-� U- ELEVATION EMERGENCY LIGHT ELECTRICAL PANEL REMODEL IN ACCORDANCE WITH THE FBC 2020 EXISTING BUILDING a _ W/BATTERY BACKUP 0 LOAD CENTER CODE. O F' Lu CIRCUIT BREAKER PANEL cs DATA: CAT-6 CONNECTION @18"A.F.F. iCONDUIT RUN TICK ELECTRICAL PANEL FLUSH OR CONTINOUS Ps10 DATA: USB PORT @18"A.F.F. W/ BENT INDICATES AC LINEAR DIFFUSSER LOAD CENTER SURFACE TEST BORING EXIT EXIT& EMERGENCY LIGHT O us c DATA: USB PORT @4"ABOVE COUNTER BONDING CONDUIT CIRCUIT BREAKER PANEL � COMBINATION FIXTURE SIP EXISTING FIRE SPRINKLER HEAD w Cn APPLICABLE CODES: O o s THE CODES LISTED HEREIN APPLY TO THE WORK TO BE LL > PERFORMED IN ASSOCIATION W/THESE CONTRACT W ^� Ocz DOCUMENTS. OMISSION OF A CODE REFERENCE SHALL NOT Chevrons RELIEVE CONTRACTOR OF COMPLIANCE W/ALL CODES THAT LU I� w APPLY TO THE WORK INDICATED OF INFERRED BY THESE z DOCUMENTS. 0 v U LU a 2020 FLORIDA BUILDING CODE 7TH EDITION Up U ■ _ 2018 7TH EDITION NFPA 101 & CURRENT NFPA 241 LU 2020 FLORIDA FIRE PREVENTION CODE 7TH EDITION a 2017 NEC. (NFPA. 72) OC W O 2017 NFPA. 70 Z U 2020 FLORIDA PLUMBING CODE 0 ro 2020 FLORIDA MECHANICAL CODE C) Q 00 2020 LIFE SAFETY PREVENTION CODE 0I , ' 2020 FLORIDA ACCESSIBILITY CODE 2020 EXISTING BUILDING CODE DWG IDENTIFICATION N Sarn Snead's Tavern co INDEX OF o ' DRAWINGS, • SITE INTENT OF CONTRACT DOCUMENT: ABBREVIATIONS N IT IS THE INTENT OF THESE DRAWINGS, SPECIFICATIONS AND AND SYMBOLS C OTHER DOCUMENTS TO DESCRIBE ALL LABOR MATERIALS AND DRAWN CHECKED T EQUIPMENT REQUIRED TO COMPLETE THE WORK CALLED FOR, BY: TR/ST DATE: BY. INDICATED OR REASONABLY IMPLIED BY THEM. INCLUDING: THIS DESIGN - Designer Q ELECTRICAL, PLUMBING, AIR CONDITIONING, SITE WORK AND HASWBEEN s SUBSURFACE PREPARATIONS AND ALL OTHER ITEMS INCIDENTAL THE DATE" CD 06/25/2021 THERETO OR OTHERWISE DESCRIBED. ORWHE& v PURPOSE BID Approver NOTED W M LOCATION MAP 21 -21138 3 Q � N m _I N N • 3 4 o I N al io N 1 1 2 3 GENERAL NOTES: SECTION 01012 SECTION 01405 CONTRACT QUALITY CONTROL SECTION 01600 MATERIALS AND EQUIPMENT(CONTINUED) SECTION 06 20 00 FINISH CARPENTRY SECTION 079290 JOINT SEALANTS INFORMATION AND PROCEDURES INSTRUCTIONS(RFI) PART11- GENERAL THESE GENERAL NOTES GIVE DIRECTIVES AND PROVIDE STANDARDS THAT FURTHER COMPLIMENT THE 1.01 REQUIREMENT INCLUDED C. FOR A PRODUCT SPECIFIED BY ONE OR MORE NAMES AND"OR EQUIVALENT"OR"OR EQUAL", 1.1 SUMMARY 1.01 SUMMARY 1.01 GENERAL A. QUALITY CONTROL OF PRODUCTS AND WORKMANSHIP. CONTRACTOR SHALL EITHER PROVIDE ONE OF THE NAMED PRODUCTS OR CONTRACTOR SHALL SUBMIT A A. SECTION INCLUDES BUT IS NOT LIMITED TO: A. THISSECTION INCLUDES JOINT SEALANTS FOR THE FOLLOWING APPLICATIONS,INCLUDING THOSE DRAWINGS AND TOGETHER WITH THE DRAWINGS CONSTITUTE THE CONTRACT DOCUMENTS. A. THIS SECTION CONTAINS THE PROCEDURES TO BE FOLLOWED BY THE CONTRACTOR UPON DISCOVERY OF B. MANUFACTURERS INSTRUCTIONS. REQUEST FOR SUBSTITUTION FOR ANY PRODUCT NOT NAMED WHICH CONTRACTOR JUDGES TO BE OF 1.INTERIOR MILLWORK SPECIFIED BY REFERENCE TO THIS SECTION: CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES,AMBIGUITIES ANY APPARENT CONFLICTS,OMISSIONS,OR ERRORS IN THE CONTRACT DOCUMENTS OR UPON HAVING ANY C. MANUFACTURER'S CERTIFICATES AND FIELD SERVICES. EQUAL OR HIGHER QUALITY. 2.SEATS AND BENCHES 1. EXTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES. AND/OR CONTRADICTIONS BETWEEN THEM AND THESE DOCUMENTS AND BETWEEN THESE DOCUMENTS 3.COUNTER SHELF 2. EXTERIOR JOINTS IN HORIZONTAL TRAFFIC SURFACES. QUESTION CONCERNING INTERPRETATION. D. EQUIPMENT OPERATIONS. D. FOR A PRODUCT SPECIFIED BY NAME AND"NO SUBSTITUTION",CONTRACTOR SHALL PROVIDE PRODUCT 4.COUNTER OR WORK TOPS 3. INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES. AND EXISTING CONDITIONS PRIOR TO BID SUBMITTAL;UPON CONTRACT MOST STRINGENT STANDARD WILL SPECIFIED. APPLY. 5.WALL PANELING 4. INTERIOR JOINTS IN HORIZONTAL TRAFFIC SURFACES. 1.02 1.02 DESCRIPTION 6.PEGBOARD(PERFORATED HARDBOARD) B. SEE DIVISION 8 SECTION"GLAZING"FOR GLAZING SEALANTS. 1. CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL CONDITIONS OF THE WORK PRIOR TO A. NOTIFICATION BY CONTRACTOR. MAINTAIN QUALITY CONTROL OVER SUBCONTRACTORS,SUPPLIERS,MANUFACTURERS,PRODUCTS, 6.01 SUBSTITUTION REQUESTS 7.MOUNTING STRIPS,SHELVES,AND RODS SUBMITTING A BID 1. SUBMIT ALL REQUESTS FOR CLARIFICATION OR ADDITIONAL INFORMATION(RFIS)IN WRITING TO THE SERVICES,WORKMANSHIP AND SITE CONDITIONS,TO PRODUCE WORK IN ACCORDANCE WITH CONTRACT A. ARCHITECT OR ENGINEERS AS APPROPRIATE SHALL BE JUDGE OF ACCEPTABILITY OF PROPOSED 8.CHAIR RAIL 1.02 PERFORMANCE REQUIREMENTS ARCHITECTS OFFICE. DOCUMENTS. SUBSTITUTION. 9.MOLDINGS A. PROVIDE ELASTOMERIC JOINT SEALANTS THAT ESTABLISH AND MAINTAIN WATERTIGHT AND AIRTIGHT 2. NUMBER RFIS SEQUENTIALLY. O.BASE CONTINUOUS JOINT SEALS WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATES. 2. CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC 3. LIMIT EACH RFI TOONE(1)SUBJECT. 1.03 WORKMANSHIP 6.02 CONTRACTOR'S REPRESENTATION: A REQUEST FOR A SUBSTITUTION CONSTITUTES A 1 ARCHITECTS DES IG N LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. PROOF OF INSURANCE END OF SECTION 01012 A. COMPLY WITH INDUSTRY STANDARDS OF THE REGION EXCEPT WHEN MORE RESTRICTIVE REPRESENTATION THAT CONTRACTOR: 11.WOOD BUMPERS 1.05 COLLABORATIVE , LLC SHALL BE SUBMITTED TO THE OWNER PRIOR TO COMMENCEMENT OF WORK. SECTION 01040 COORDINATION TOLERANCES ARE SPECIFIED 1.2 DELIVERY,STORAGE AND HANDLING A. SPECIAL INSTALLER'S WARRANTY: INSTALLER'S STANDARD FORM IN WHICH INSTALLER AGREES TO 3. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AT THE TIME THE WORK IS B. PROVIDE QUALIFIED PERSONNEL TO PRODUCE WORK OF SPECIFIED QUALITY. A. HAS INVESTIGATED PROPOSED PRODUCT AND DETERMINEDTHAT IT IS EQUIVALENT TO OR SUPERIOR IN A. DELIVER PRODUCTS IN MANUFACTURER'S ORIGINAL SEALED PACKAGING. REPAIR OR REPLACE ELASTOMERIC JOINT SEALANTS THAT DO NOT COMPLY WITH PERFORMANCE AND PERFORMED ON THE SITE. NO ADDITIONAL PAYMENTS SHALL BE MADE FOR THE 1.01 WORK INCLUDED ALLRESPECTS TO THAT SPECIFIED. B. MARK PACKAGING,LEGIBLY.INDICATE MANUFACTURER'S NAME OR BRAND,TYPE,COLOR,PRODU CTION OTHER REQUIREMENTS SPECIFIED IN THIS SECTION WITHIN SPECIFIED WARRANTY PERIOD. ARCHITECTURE I URBAN DESIGN CONTRACTOR'S FAILURE TO CORRECT CONFLICTING FIELD CONDITIONS. A. COORDINATE SCHEDULING,SUBMITTALS AND WORK OF THE VARIOUS TRADES TO ASSURE EFFICIENT 1.04 MANUFACTURER'S INSTRUCTIONS B. WILL PROVIDESAME GUARANTIES,WARRANTIES OR BONDS FOR SUBSTITUTION AS FOR PRODUCT RUN NUMBER,AND MANUFACTURE DATE. 1.WARRANTY PERIOD:FIVE YEARS FROM DATE OF SUBSTANTIAL PLANNING I INTERIORS AND ORDERLY SEQUENCE OF WORK,WITH PROVISIONS FOR ANY ITEMS TO BE INSTALLED LATER. A. COMPLY WITH INSTRUCTIONS IN FULL DETAIL,INCLUDING EACH STEP IN SEQUENCE. SPECIFIED. C. BEFORE INSTALLATION,RETURN OR DISPOSE OF PRODUCTS WITHIN DISTORTED,DAMAGED,OR OPENED COMPLETION. 4. CONTRACTOR SHALL GUARANTEE ALL WORK UNDER THIS CONTRACT TO BE FREE FROM B. IF INSTRUCTIONS CONFLICT WITH CONTRACT DOCUMENTS,REQUEST WRITTEN CLARIFICATION FROM C. WILL COORDINATE INSTALLATION OF AN ACCEPTED SUBSTITUTION INTO THE WORK,AND MAKE SUCH PACKAGING. B. SPECIAL MANUFACTURER'S WARRANTY:MANUFACTURER'S STANDARD FORM IN WHICH ELASTOMERIC 10489 SOUTHWEST MEETINGST DEFECTS IN MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF 1.02 SUBMITTALS ARCHITECT BEFORE PROCEEDING. OTHER D. STORE PRODUCTS INDOORS IN DRY,WEATHERTIGHT CONDITIONED FACILITY. SEALANT MANUFACTURER AGREES TO FURNISH ELASTOMERIC JOINT SEALANTS TO REPAIR OR REPLACE TRADITION, FINAL ACCEPTANCE OR CERTIFICATE OF OCCUPANCY. CONTRACTOR SHALL CONTACT OWNER A. SCHEDULE AND COORDINATE SUBMITTALS. CHANGES AS MAY BE REQUIRED TO MAKE THE WORK COMPLETE IN ALL RESPECTS. E. PROTECT PRODUCTS FROM DAMAGE DURING HANDLING AND CONSTRUCTION OPERATIONS. THOSE THAT DO NOT COMPLY WITH PERFORMANCE AND OTHER REQUIREMENTS SPECIFIED IN THIS PORT ST.LUCIE,FIL 34987 30 DAYS PRIOR TO EXPIRATION OF ONE YEAR WARRANTY PERIOD FOR INSPECTION OF B. COORDINATE REQUESTS FOR SUBSTITUTIONS TO ASSURE COMPATIBILITY AND EFFECT ON WORK OF 1.05 MANUFACTURER'S CERTIFICATES D. WAVES ALL CLAIMS FOR ADDITIONAL COSTS,UNDER CONTRACTOR'S RESPONSIBILITY,WHICH SECTION WITHIN SPECIFIED WARRANTY PERIOD. TEL.(772)286 9004 PREMISES EQUIPMENT AND INSTALLATIONS AND REPAIR OR REPLACE ANY ITEMS FOUND TO BE OTHER SECTIONS. A. WHEN REQUIRED IN SPECIFICATIONS,SUBMIT MANUFACTURER'S CERTIFICATE CERTIFYING THAT COME APPARENT. 1.3 FIELD CONDITIONS 1.WARRANTY PERIOD:TWENTY YEARS FROM DATE OF SUBSTANTIAL COMPLETION. DEFICIENT AS DEFINED BY THE OWNER AND WARRANTY DOCUMENTS;FAILURE TO GIVE SUCH PRODUCTS MEET OR EXCEED SPECIFIED REQUIREMENTS. END OF SECTION 01600 A. ENVIRONMENT: www.ADC-ARCHITECTS.NET NOTICE SHALL EXTEND WARRANTY PERIOD. 1.03 COORDINATION OF SPACE 1.INSTALL PRODUCTS WHEN BUILDING IS PERMANENTLY ENCLOSED AND WHEN WET CONSTRUCTION IS 2-02 MATERIALS,GENERAL A. COORDINATE USE OF PROJECT SPACE AND SEQUENCE OF INSTALLATION OF WORK WHICH IS INDICATED 1.06 MANUFACTURER'S FIELD SERVICES SECTION 01701 CONTRACT CLOSEOUT PROCEDURES COMPLETED,DRIED,AND CURED. A. COMPATIBILITY:PROVIDE JOINT SEALANTS,BACKINGS,AND OTHER RELATED MATERIALS THAT ARE REGISTRATIONS HELD IN THE FOLLOWING STATES: 5. FAILURE TO SHOW DETAILS OR REPEAT ON ANY DRAWING THE FIGURES,NOTES OR DETAILS DIAGRAMMATICALLY ON DRAWINGS. FOLLOW ROUTINGS SHOWN FOR PIPES,DUCTS AND CONDUITS AS A. WHEN REQUIRED IN INDIVIDUAL SPECIFICATION SECTION,HAVE MANUFACTURE PROVIDE QUALIFIED 2.DO NOT INSTALL FINISH LUMBER OR MILLWORK IN ANY ROOM OR SPACE WHERE WET PROCESS COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES BASED ON TESTING AND FIELD CALIFORNIA,COLORADO, FLORIDA GIVEN ON ANOTHER DRAWING SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY CLOSELY AS PRACTICABLE,WITH ALLOWANCE FOR AVAILABLE SPACE;MAKE RUNS PARALLEL WITH LINES OF REPRESENTATIVE TO OBSERVE FIELD CONDITIONS,CONDITIONS OF SURFACES AND INSTALLATION, 1.01 REQUIREMENT INCLUDED SYSTEMS SUCH AS CONCRETE,MASONRY,OR PLASTER WORK IS NOT COMPLETE AND DRY. EXPERIENCE. GEORGIA,NORTH CAROLINA TO PERFORM THE WORK(AT NO ADDITIONAL COST)AS IF SHOWN ON EACH AND EVERY BUILDING UTILIZE SPACE EFFICIENTLY TO MAXIMIZE ACCESSIBILITY OF OTHER TRADES AND MAINTENANCE QUALITY OF WORKMANSHIP,START-UP OF EQUIPMENT TEST,ADJUST,AND BALANCE OF EQUIPMENT AND A. ADMINISTRATIVE PROVISIONS FOR SUBSTANTIAL COMPLETION AND FOR FINAL ACCEPTANCE. B. FIELD MEASUREMENTS:VERIFY FIELD CONDITIONS AFFECTING FABRICATION AND INSTALLATION.SHOW B. VOC CONTENT OF INTERIOR SEALANTS:PROVIDE SEALANTS AND SEALANT PRIMERS FOR USE INSIDE THE MISSISSIPPI,TEXAS DRAWING.ALL WORK SHALL BE IN A FIRST-CLASS WORKMANSHIP MANNER,NEAT AND AND FOR REPAIRS. TO MAKE WRITTEN REPORT OF OBSERVATIONS AND RECOMMENDATIONS TO ARCHITECT. FIELD MEASUREMENTS ON SUBMITTAL DRAWINGS. WEATHERPROOFING SYSTEM THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN COMPLETE IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS AND THE GOVERNING B. IN FINISHED AREAS EXCEPT AS OTHERWISE SHOWN CONCEAL PIPES,DUCTS AND WIRING IN THE 1.02 CLOSEOUT SUBMITTALS 1.COORDINATE FIELD MEASUREMENT AND FABRICATION SCHEDULE TO AVOID DELAY. CALCULATED ACCORDING TO 40 CFR 59,SUBPART F(EPA METHOD 24): BUILDING CODE,THE STATE ENERGY EFFICIENCY CODE AND ALL AUTHORITIES HAVING CONSTRUCTION. COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WITH FINISHED ELEMENTS. ENDOFSECTION 01405 A. PROVIDE EVIDENCEOF COMPLIANCE WITH REQUIREMENTS OF GOVERNING AUTHORITIES 1.ARCHITECTURAL SEALANTS:250 GI A ARCHITECTURE JURISDICTION. 1.CERTIFICATE OF OCCUPANCY AT SUBSTANTIAL COMPLETION. 1.4 MATERIALS 2.NONMEMBRAINE ROOF SEALANTS:300 G/L. URBAN DESIGN 1.04 COORDINATION OF CONTRACT CLOSEOUT 2.CERTIFICATES OF INSPECTION REQUIRED FOR STRUCTURAL,MECHANICAL,AND ELECTRICAL A. GRADING AND MARKING:FACTORY MARK WITH GRADE STAMP LUMBER AND PLYWOOD OF INSPECTION 3.SINGLE-PLY ROOF MEMBRANE SEALANTS:450 G/L. 6. CONTRACTOR SHALL ENDEAVOR TO PROTECT THE OWNERS AND ADJACENT OWNERS A. COORDINATE COMPLETION AND CLEANUP OF WORK IN PREPARATION FOR SUBSTANTIAL COMPLETION. SYSTEMS REQUIRED AT SUBSTANTIAL COMPLETION. AGENCY APPROVED BY THE BOARD OF REVIEW,AMERICAN LUMBER STANDARD COMMITTEE. 4.SEALANT PRIMERS FOR NONPOROUS SUBSTRATES:250 GI PLANNING INTERIORS PROPERTY FROM DAMAGE DUE TO THE CONSTRUCTION PROCESS AT ALL TIMES AND REPAIR AT B. AFTER OWNER'S OCCUPANCY OF PREMISES,COORDINATE ACCESS TO SITE FOR CORRECTION OF SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS B. PROJECT RECORD DOCUMENTS B. LUMBER: 5.SEALANT PRIMERS FOR POROUS SUBSTRATES:775 GI NO COST TO THE OWNER ANY DAMAGE THAT DOES OCCUR.CONTRACTOR SHALL ARRANGE FOR DEFECTIVE WORK AND WORK NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS,TO MINIMIZE DISRUPTION C. WARRANTIES AND GUARANTEES: 1.SIZES: 6.MODIFIED BITUMINOUS SEALANT PRIMERS:500 G/L. INSPECTIONS AND TESTS SPECIFIED OR REQUIRED BY THE CITY/COUNTY BUILDING OF OWNER'S ACTIVITIES. 1.01 SUMMARY 11.MANUFACTURERS STANDARD WARRANTIES SHALL BE PROVIDED FOR ALL PRODUCTS WHETHER A.LUMBER SIZE REFERENCES,UNLESS OTHERWISE SPECIFIED,ARE NOMINAL SIZES,AND ACTUAL SIZES C- COLORS OF EXPOSED JOINT SEALANTS:AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. DEPARTMENT AND SHALL PAY ALL FEES AND COSTS FOR THE SAME. IT SHALL BE THE C. ASSEMBLE AND COORDINATE CLOSEOUT SUBMITTALS A. THIS SECTION SPECIFIES CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS,INCLUDING BUT OR NOT SPECIFIED. WITHIN MANUFACTURING TOLERANCES ALLOWED BY THE STANDARD UNDER WHICH PRODUCT IS RANGE. ARCHITECTS DESIGN COLLABORATIVE, LLC HEREBY PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER CONTRACTORS RESPONSIBILITY TO SECURE AND PAY FOR ALL PERMITS AND UPON END OF SECTION 01040 NOT LIMITED TO: D. KEYS AND KEYING SCHEDULE: UNDER PROVISIONS OF TECHNICAL SPECIFICATIONS SECTION FOR FINISH PRODUCED. PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, COMPLETION OF WORK(PRIOR TO FINAL PAYMENT)DELIVER TO THE OWNER A CERTIFICATE OF 1.TEMPORARY UTILITIES. HARDWARE BY SUBSTANTIAL COMPLETION. B.MILLWORK,STANDING AND RUNNING TRIM,AND RAILS:ACTUAL SIZE AS SHOWN OR SPECIFIED. 2.03 SEALANT FOR TRAFFIC JOINTS DESGNS AND IDEAS. THESE OCCUPANCY FROM THE CITY/COLINTY BUILDING AND ZONING DEPARTMENT.SHOULD A LABOR SECTION 01045 CUTTING AND PATCHING 2.TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES. E.EVIDENCE OF PAYMENT AND RELEASE OF CLAIMS: IN ACCORDANCE WITH THE GENERAL CONDITIONS AND 2.HARDWOOD:MII SPECIES AS SPECIFIED FOR EACH ITEM. A. ASTI C920,TYPE S(SINGLE COMPONENT)OR TYPE M(MULTICOMPONENT);GRADE P(POURABLE)OR PLANS, SPECIFICATIONS, DESIGNS AND IDEAS ARE GRADE INS(NON AG); CLASS 25,USE T AND M;AND OF COLORS AS SELECTED BY ARCH ITECT-ENG IN EER NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN AND MATERIAL PAYMENT BOND OR A PERFORMANCE BOND BE REQUIRED BY THE OWNER,THE 3.TEMPORARY SIGNAGE. SUBCONTRACTORS AFFIDAVIT(S)OF SATISFACTION AND/OR CONSENT OF SURETY TO FINAL PAYMENT. 3.SOFTWOOD:PS-20,EXPOSED TO VIEW APPEARANCE GRADES: APPROVAL OF ARCHITECT. COST OF SAID BOND SHALL BE PAID FOR BY THE OWNER. CONTRACTOR SHALL BE REQUIRED 1.01 SCOPE OF WORK MANUFACTURER'S STANDARD COLOR CHART. TO CARRY COMPREHENSIVE LIABILITY INSURANCE IN THE AMOUNT OF THE CONTRACT AND A. EXECUTE CUTTING,FITTING AND PATCHING INCLUDING EXCAVATION AND FILL,TO COMPLETE WORK 4.SECURITY AND PROTECTION FACILITIES. A.USE C SELECT OR D SELECT,VERTICAL GRAIN FOR TRANSPARENT FINISH INCLUDING STAIN B. ACCEPTABLE MANUFACTURERS AND BRANDS: THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN WORKMAN'S COMPENSATION INSURANCE AT HIS OWN EXPENSE. 1.FIT THE SEVERAL PARTS TOGETHER,TO INTEGRATE WITH OTHER WORK. B. CONTRACTOR SHALL PAY FOR ALL COSTS RELATED TO TEMPORARY FACILITIES AND UTILITY 1.03 APPLICATION FOR FINAL PAYMENT CERTIFICATE TRANSPARENT FINISH. 1.TREMCO:THC 900 OR DYMERIC. DIMENSIONS SHALL GOVERN). ANY DISCREPANCY 2.UNCOVER WORK TO INSTALL ILL-TIMED WORK. SERVICE INCLUDING BUT NOT LIMITED TO TEMPORARY HEAT,WATER AND POWER. A. SUBMIT APPLICATION FOR FINAL PAYMENT CERTIFICATE IN ACCORDANCE WITH PROVISIONS OF B.USE PRIME FOR PAINTED OR OPAQUE FINISH. 2.PECORA:UREXPAN NR-200 OR NR-20L. BETW EN THESE DRAWINGS AND SPECIFICATIONS AND B TWEEN THEM AND FIELD CONDITIONS SHALL BE 7. THE GENERAL CONDITIONS OF THE CONTRACT FORM ARE HEREBY MADE PART OF THIS 3.REMOVE AND REPLACE DEFECTIVE AND NON-CONFORMING WORK. C. COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION,CODES,UTILITY GENERAL CONDITIONS. 4.USE EDGE GRAIN WOOD MEMBERS EXPOSED TO WEATHER. 3.SONNEBORN:SONOLASTIC PAVING JOINT SEALANT. RESOLVED IN WRITING THIRD THIS OFFICE (772) 286 CONTRACT AS IF WRITTEN ON THE FACE HEREOF(SEE SUPPLEMENTARY CONDITIONS IF ANY) 4.REMOVE SAMPLES OF INSTALLED WORK FOR TESTING. COMPANIES,OSHA,AND INDUSTRY STANDARDS INCLUDING,BUT NOT LIMITED TO: 5.MOISTURE CONTENT: 2.04 SEALANT FOR NON-TRAFFIC JOINTS 9004.THESE PLANS ARE NOT TO BE SUBMITTED FOR HEREIN FOR ADDITIONS;DELETIONS;AND OTHER MODIFICATIONS THERETO. 5.PROVIDE OPENINGS IN ELEMENTS OF WORK FOR PENETRATIONS OF MECHANICAL AND 1.NFPA END OF SECTION 01701 A.32 MM(11-1/4 INCHES)OR LESS NOMINAL THICKNESS:12 PERCENT ON 85 PERCENT OF THE ASTI C920,TYPE S(SINGLE COMPONENT)OR TYPE M(MULTICOMPONENT);GRADE NS(NONSAG);CLASS 25; PERMIT UNLESS SIGNED . SEALED BY ARCH�� ELECTRICAL WORK. 2.ANSI PIECES AND 15 PERCENT ON THE REMAINDER. USE INT,I G AND A;AND OF COLORS SELECTED BY ARCH ITECT-ENGIN EER FROM ACCEPTABLE 3.NECA SECTION 01710 FINAL CLEANING B.OTHER MATERIALS:ACCORDING TO STANDARDS UNDER WHICH THE PRODUCTS ARE MANUFACTURERS AND BRANDS: 8. AT THE END OF THE WORK THE CONTRACTOR SHALL FURNISH THE OWNER WITH ALL WRITTEN D. ELECTRIC SERVICE:COMPLY WITH NEMA,NECA,AND LIL STANDARDS AND REGULATIONS FOR EQUIPMENT/FIXTURES GUARANTEES AND/OR WARRAINTEES FURNISHED BY THE 3.01 INSPECTION PRODUCED. 1.TREMCO: DYMERIC. MANUFACTURER FOR ALL EQUIPMENT/FIXTURES INSTALLED WHETHER OR NOT SUCH A. INSPECT EXISTING CONDITIONS,INCLUDING ELEMENTS SUBJECT TO DAMAGE DURING CUTTING AND TEMPORARY ELECTRIC SERVICE. INSTALL SERVICE IN COMPLIANCE WITH NFPA 70. 1.01 GENERAL 6.FIRE RETARDANT TREATMENT:MIL.SPEC.MIL-L-1 9140E. 2.PECORA: DYNATROL I OR DYUNATROL 11. GUARANTEE IS REQUESTED IN THE PLANS AND SPECIFICATIONS. COPIES OF PURCHASE PATCHING E. INSPECTIONS: ARRANGE FOR AUTHORITIES HAVING JURISDICTION TO INSPECT AND TEST OF A. EXECUTE CLEANING PRIOR TO INSPECTION FOR OCCUPANCY OR SUBSTANTIAL COMPLETION. A.TREATMENT AND PERFORMANCE INSPECTION BY AN INDEPENDENT AND QUALIFIED TESTING 3.SONNEBORN: SONCLASTIC NPI OR NPIL Fto,� TEMPORARY UTILITIES PRIOR TO USE. OBTAIN REQUIRED CERTIFICATIONS AND PERMITS. OWNER ALL OPERATION,MAINTENANCE AND REPAIR MANUALS SUPPLIED BY THE A. PROVIDE SUPPORTS AND OTHER DEVICES TO PROTECT OTHER PORTIONS OF THE PROJECT FROM ARE STORED. INDICATE PERFORMANCE ACCORDING TO SUCH RATING OF FLAME SPREAD AND SMOKE AGENCY THAT ESTABLISHES PERFORMANCE RATINGS. 4.DOW: DOW CORNING 790 SILICONE BUILDING SEALANT,DOW CORNING 795 SILICONE ORDERS AND INVOICES SHALL BE FURNISHED FOR GUARANTEE AND WARRANTY PURPOSES F. STORAGE: PROVIDE SECURE,LOCKED FACILITIES FOR AREAS WHERE MATERIALS AND EQUIPMENT UPON THE REQUEST OF THE OWNER.IN ADDITION,THE CONTRACTOR SHALL FURNISH TO THE 3.02 PREPARATION 2.01 PRODUCTS B.EACH PIECE OF TREATED MATERIAL BEAR IDENTIFICATION OF THE TESTING AGENCY AND BUILDING SEALANT,OR DOW CORNING 999 SILICONE GLAZING SEALANT. COX A. USE PRODUCTS WHICH WILL NOT CREATE HAZARDS TO HEALTH OR PROPERTY AND WHICH WILL NOT MANUFACTURER AND SHALL CLEARLY MARK ON ALL ELECTRICAL PANELS THE CIRCUITS DAMAGE. DAMAGE SURFACES. DEVELOPED. 2.05 SEALANT COMPOUND THEREOF DESIGNATING AREAS AND EQUIPMENT SERVED. B. PROVIDE PROTECTION FROM ELEMENTS FOR AREAS WHICH MAYBE EXPOSED BY UNCOVERING WORK 2.01 MATERIALS,GENERAL: B. USE ONLY MATERIAL AND METHODS RECOMMENDED BY MANUFACTURER OF MATERIAL BEING C.TREAT WOOD FOR MAXIMUM FLAME SPREAD OF 25 AND SMOKE DEVELOPED OF 25. A. ASTI C920,TYPE S(SINGLE COMPONENT)OR TYPE M(MULTICOMPONENT);GRADE NS(NONSAG);CLASS Raul Ocampo.JR MATERIALS MAY BE NEW OR USED,BUT MUST BE ADEQUATE IN CAPACITY,MUST NOT CREATE UNSAFE CLEANED. D.FIRE RESISTANT SOFTWOOD PLYWOOD: 25;USE INT,I G AND A;AND OF COLORS AS SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD 9. WHEN A DETAIL DIMENSION OR REFERENCE IS INDICATED AS'TYPICAL"IT APPLIES TO ALL 3.03 PERFORMANCE CONDITIONS AND MUST NOT VIOLATE REQUIREMENTS OF APPLICABLE CODES AND STANDARDS. 1)GRADE A,EXTERIOR,PLYWOOD FOR TREATMENT. COLOR CHART. SIMILAR CONDITIONS WHETHER INDICATED OR NOT,UNTIL IT IS CHANGED BY ANOTHER DETAIL, A. EXECUTE WORK BY METHODS TO AVOID DAMAGE TO OTHER WORK 3.01 CLEANING 2)SURFACE BURNING CHARACTERISTICS:WHEN TESTED ACCORDING TO ASTI E84. B. ACCEPTABLE MANUFACTURERS AND BRANDS: AR 6897 B EMPLOY ORIGINAL INSTALLER TO PERFORM CUTTING AND PATCHING FOR W EATH ER-EXPOSED,MOISTURE 2.02 TEMPORARY UTILITIES A. UPON COMPLETION OF THE WORK AND BEFORE ACCEPTANCE AND FINAL PAYMENT IS MADE,REMOVE A)FLAME SPREAD:0 TO 25. 1.TREMCO:DYMERIC. 06/25/2021 _A,, DIMENSION OR REFERENCE. RESISTANT ELEMENTS AND EXPOSED SURFACES. A. TEMPORARY ELECTRIC POWER AND LIGHT: FROM THE SITE ALL TOOLS,MACHINERY,EQUIPMENT,SURPLUS AND DISCARDED MATERIALS,RUBBISH, B)SMOKE DEVELOPED:100 MAXIMUM. 2.PECORA:DYNATROL I OR DYNATROL 11. 10. ALL WORK SHALL EQUAL OR EXCEED ALL APPLICABLE BUILDING CODE REQUIREMENTS UNLESS C. RESTORE WORK WITH NEW PRODUCTS IN ACCORDANCE WITH REQUIREMENTS OF CONTRACT 1.PROVIDE CIRCUIT AND BRANCH WIRING,WITH AREA DISTRIBUTION BOXES LOCATED SO TEMPORARY STRUCTURES,ETC. REPAIR OR REPLACE,IN AN ACCEPTABLE MANNER,PRIVATE OR PUBLIC E.FIRE RESISTANT HARDWOOD PLYWOOD: 3.SONNEBORN:SONCLASTIC NPI OR NPIL OTHERWISE NOTED HEREIN. DOCUMENTS. POWER AND LIGHTING IS AVAILABLE THROUGHOUT CONSTRUCTION BY USE OF PROPERTY WHICH MAY HAVE BEEN DAMAGED OR DESTROYED DUE TO THE CONTRACTOR'S OPERATIONS 1)CORE:FIRE RETARDANT TREATED SOFTWOOD PLYWOOD. 4.GENERAL ELECTRIC:SILPRUF WEATHERPROOFING SEALANT. - - D. AT PENETRATIONS OF FIRE-RATED WALL,CEILING,OR FLOOR CONSTRUCTION,COMPLETELY SEAL VOIDS CONSTRUCTION-TYPE POWER CORDS. AND LEAVE THE SITE IN A CLEAN AND ORDERLY CONDITION. MATERIAL CLEARED FROM THE SITE AND 2)HARDWOOD FACE AND BACK VENEERS UNTREATED. 5.DOW:DOW CORNING 790 SILICONE BUILDING SEALANT,DOW CORNING 795 SILICONE 11. COMPARISON OF ALL DOCUMENTS CIVIL,LANDSCAPE,ARCHITECTURAL,STRUCTURAL, WITH FIRE-RATED MATERIAL,FULL THICKNESS OF THE ORIGINAL ELEMENT. 2.PROVIDE ADEQUATE ARTIFICIAL LIGHTING WHERE NATURAL LIGHT IS NOT ADEQUATE. DEPOSITED ON ADJACENT PROPERTY WILL NOT BE CONSIDERED AS HAVING BEEN DISPOSED OF 3)FACTORY SEAL PANEL EDGES. BUILDING SEALANT,OR DOW CORNING 999 SILICONE GLAZING SEALANT. MECHANICAL,PLUMBING AND ELECTRICAL DRAWINGS SHALL BE PERFORMED BY THE GENERAL E. REFINISH SURFACES TO MATCH ADJACENT FINISHES TO THE SATISFACTION OF THE ARCHITECT. 3.WORK SHALL MEET APPLICABLE REQUIREMENTS OF NFPA 70 AND DIVISION 16- SATISFACTORILY. C. PLYWOOD: 6.MAMECO:VULKEM 116 AND VULKEM 922. CONTRACTOR AND ALL SUB-CONTRACTORS PRIOR TO SUBMITTAL OF BID AND AT THE END OF SECTION 01045 ELECTRICAL B. ALL AREAS WITHIN AND CONTIGUOUS TO THE WORK UNDER THE CONTRACT,INCLUDING ALL EXTERIOR 1.SOFTWOOD PLYWOOD:DOC PST. AND INTERIOR SURFACES AND ITEMS WHERE WORK HAS BEEN PERFORMED,AS WELL AS ALL AREAS A.PLYWOOD,13 1(1/2 INCH)AND THICKER;MINIMUM FIVE PLY CONSTRUCTION,EXCEPT 32 MM 2.08 MISCELLANEOUS MATERIALS BEGINNING OF CONSTRUCTION.ALL DIMENSIONS SHALL BE CHECKED AND VERIFIED BEFORE SECTION 01153 CHANGE ORDER PROCEDURES 2.03 TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES HAVING BEEN USED FOR INGRESS AND EGRESS OF MATERIALS AND PERSONNEL OR STORAGE OF (11-1/4 INCH)THICK PLYWOOD MINIMUM SEVEN PLY. A. PRIMER: MATERIAL RECOMMENDED BY JOINT-SEALANT MANUFACTURER WHERE REQUIRED FOR STARTING THE WORK. A. SCOPE: TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES INCLUDE,WITHOUT LIMITATION: MATERIALS,SHALL BE TURNED OVER IN A NEAT AND"POLISHED"HOME-CLEAN CONDITION. "BROOM- B.PLASTIC LAMINATE PLYWOOD CORES: ADHESION OF SEALANT TO JOINT SUBSTRATES INDICATED,AS DETERMINED FROM PRECONSTRUCTION REVISIONS: 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND AGAINST EQUIPMENT SPACE 1.01 GENERAL 1.SANITARY FACILITIES. CLEAN,"AS USED IN THE CONSTRUCTION INDUSTRY,WILL NOT SUFFICE. 1)EXTERIOR TYPE,AND SPECIES GROUP. JOINT-SEALANT SUBSTRATE TESTS AND FIELD TESTS. SPECIFICATIONS DRAWINGS ARE NOT TO BE SCALED. A. WORK INCLUDED: MAKE SUCH CHANGES IN THE WORK,IN THE CONTRACT SUM,IN THE CONTRACT 2.CONSTRUCTION AIDS. C. ALL ROOF AREAS WHERE WORK IS PERFORMED SHALL BE CLEANED OF ALL DEBRIS AND EXCESS TIME OF COMPLETION,OR ANY COMBINATION THEREOF,AS ARE DESCRIBED IN WRITTEN CHANGE ORDERS 3.WASTE DISPOSAL. 2)VENEER GRADE:A-C. B. CLEANERS FOR NONPOROUS SURFACES.CHEMICAL CLEANERS ACCEPTABLE TO MANUFACTURERS OF No. Description Date SIGNED BY THE OWNER AND THE ARCHITECT AND ISSUED AFTER EXECUTION OF THE CONTRACT,IN 4.WATER CONTROL. MATERIALS. PARTICULAR ATTENTION SHALL BE GIVEN TO GUTTERS,DOWNSPOUTS,LEADER HEADS,AND C.SHELVING PLYWOOD: SEALANTS AND SEALANT BACKING MATERIALS,FREE OF OILY RESIDUES OR OTHER SUBSTANCES CAPABLE 13. ANY DISCREPANCIES,ERRORS,OR OMISSIONS IN THE PLANS OR SPECIFICATIONS DISCOVERED ACCORDANCE WITH THE PROVISION OF THIS SECTION. 5.POLLUTION AND DUST CONTROL. SCUPPERS TO ASSURE THERE IS NO BLOCKAGE OF ANY KIND. ROOF AREAS SHALL BE INSPECTED TO 1)INTERIOR TYPE,ANY SPECIES GROUP. OF STAINING OR HARMING JOINT SUBSTRATES AND ADJACENT NONPOROUS SURFACES IN ANY WAY,AND BY THE GENERAL CONTRACTOR OR ANY SUB-CONTRACTORS SHALL BE REFERRED TO THE B. WASTE DISPOSAL:PREVENT ACCUMULATION OF DEBRIS AT CONSTRUCTION SITE. ENSURE THAT NO DAMAGE TO ROOF MEMBRANES HAS OCCURRED. ANY DAMAGE DISCOVERED CAUSED 2)VENEER GRADE:A-B OR B-C. FORMULATED TO PROMOTE OPTIMUM ADHESION OF SEALANTS TO JOINT SUBSTRATES. ARCHITECT FOR FURTHER CLARIFICATION BEFORE STARTING THE WORK IN QUESTION. IF THE 1.02 CHANGES TO THE WORK C. POLLUTION CONTROL: PROVIDE METHODS,MEANS,AND FACILITIES REQUIRED TO PREVENT BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED BY A LICENSED ROOFER AT NO ADDITIONAL D.OTHER:AS SPECIFIED FOR ITEM. GENERAL CONTRACTOR AND/OR SUB-CONTRACTORS FAIL TO GIVE WRITTEN NOTICE OF SUCH COST. 2.HARDWOOD PLYWOOD:HPVA:HPA. 3.01 PREPARATION DISCREPANCIES,ERRORS,OR OMISSIONS AND TO OBTAIN CLARIFICATION FROM THE A. CHANGES IN THE WORK,REGARDLESS OF THE AMOUNTS MUST BE DOCUMENTED BY CHANGE ORDER CONTAMINATION OF SOIL,WATER,OR ATMOSPHERE BY THE DISCHARGE OF NOXIOUS SUBSTANCES D. ALL GLASS SHALL BE THOROUGHLY CLEANED AND ON BOTH SIDES. A.SPECIES OF FACE VENEER:AS SHOWN OR AS SPECIFIED WITH EACH PARTICULAR ITEM. A. SURFACE CLEANING OF JOINTS: CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT SEALANTS. ARCHITECT,THE GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE TOTAL COST OR CONSTRUCTION CHANGE DIRECTIVE(CCD) FROM CONSTRUCTION OPERATIONS.PERFORM EMERGENCY MEASURES REQUIRED TO CONTAIN ANY E. POWER-SCRUB AND DETERGENT CLEAN ALL CERAMIC TILE FLOORS. WASH ALL CERAMIC TILE WALLS B.GRADE: 1.CLEAN SURFACES WITH CHEMICAL CLEANERS OR OTHER MEANS THAT DO NOT STAIN,HARM (AT THE GENERAL CONTRACTOR'S EXPENSE)OF RECTIFYING THE DISCREPANCIES,ERRORS,OR B. CHANGES TO WORK MAYOR MAY NOT INVOLVE CHANGES IN CONTACT SCOPE AND/OR SCHEDULE. SPILLAGE AND TO REMOVE CONTAMINATED SOILS OR LIQUIDS. WITH DETERGENT AND CLEAN ALL WALL SURFACES. ALL PLASTIC LAMINATE AND HARDWARE SURFACES 1)TRANSPARENT FINISH:TYPE 11(INTERIOR)A GRADE VENEER. SUBSTRATES,OR LEAVE RESIDUES CAPABLE OF INTERFERING WITH ADHESION OF JOINT SEALANTS. OMISSIONS AND OTHER WORK DIRECTLY OR INDIRECTLY AFFECTED BY THE RECTIFICATION. C. CHANGES THAT EFFECT THE WORK SCOPE,COST AND/OR PROJECT SCHEDULE SHALL BE DIRECTED SHALL BE CLEANED AND POLISHED. B. JOINT PRIMING: PRIME JOINT SUBSTRATES WHERE RECOMMENDED IN WRITING BY JOINT-SEALANT TO THE CONTRACTOR IN THE FORM OF A CONSTRUCTION CHANGE DIRECTIVE(CCD) 2.04 SECURITY AND PROTECTION FACILITIES 2)PAINT FINISH:TYPE 11(INTERIOR)SOUND GRADE VENEER. A. SCOPE: SECURITY AND PROTECTION FACILITIES INCLUDES,BUT IS NOT LIMITED TO: END OF SECTION 01710 C.SPECIES AND CUT:PLAIN SLICED RED OAK//ROTARY CUT WHITE BIRCH H UNLESS SPECIFIED MANUFACTURER 14. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON C. MASKING TAPE: USE MASKING TAPE WHERE REQUIRED TO PREVENT CONTACT OF SEALANT WITH THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS,THEN,THEIR CONSTRUCTION SHALL 1.03 CONSTRUCTION CHANGE DIRECTIVE(CCD) 1.TEMPORARY FIRE PROTECTION. OTHERWISE. BE OF THE SAME CHARACTER AND QUALITY AS THOSE OF SIMILAR CONDITIONS THAT ARE A. CONSTRUCTION CHANGE DIRECTIVE WILL BE PREPARED BY THE ARCHITECT. 2.BARRICADES,WARNING SIGNS,LIGHTS. SECTION 01720 PROJECT RECORD DOCUMENTS D. PARTICLEBOARD:NPA A208.11,HTYPE 1,GRADE 1-M-3 H TYPE 2,GRADE 2-M-2 H. ADJOINING SURFACES THAT OTHERWISE WOULD BE PERMANENTLY STAINED OR DAMAGED BY SUCH SHOWN OR CALLED FOR IN OTHER INSTANCES OF THE FEATURES&DETAILS. IN ALL B. A CONSTRUCTION CHANGE DIRECTIVE AND CHANGE ORDER DIRECTS THE CONTRACTOR TO PROCEED 3.SECURITY PROCEDURES. 1.PLASTIC LAMINATE PARTICLEBOARD CORES: CONTACT OR BY CLEANING METHODS REQUIRED TO REMOVE SEALANT SMEARS. REMOVE TAPE INSTANCES,THE ARCHITECT SHALL BE CONSULTED FOR VERIFICATION OF ACCEPTABLE WITH WORK IF THERE IS NO COST OR SCHEDULE CHANGE AS A RESULT OF THE CHANGE IN THE WORK.IF 4.LOCATE TEMPORARY PORTABLE FIRE EXTINGUISHERS IN CONVENIENT LOCATIONS,NOT 1.01 REQUIREMENTS INCLUDED A.H TYPE 1,GRADE 1-1 H TYPE 2,GRADE 2-M-2,//UNLESS OTHERWISE SPECIFIED. IMMEDIATELY AFTER TOOLING WITHOUT DISTURBING JOINT SEAL. QUALITY AND CHARACTER PRIOR TO COMMENCEMENT OF WORK IN THE AFFECTED AREA. COST OR SCHEDULE CHANGES ARE ANTICIPATED THE CONTRACTOR SHALL PREPARE A PROPOSAL FOR LESS THAN ONE PER FLOOR. A. MAINTENANCE OF RECORD DOCUMENTS AND SAMPLES B.H TYPE 2,GRADE 2-M-2,EXTERIOR BOND,FOR TOPS WITH SINKS.H 3.02 INSTALLATION THE ADDITIONAL WORK CLEARLY INDICATING COST AND SCHEDULE CHANGES WITH ADEQUATE BACK UP 5.STORE COMBUSTIBLE MATERIALS IN CONTAINERS IN FIRE-SAFE LOCATIONS. B. SUBMITTAL OF RECORD DOCUMENTS E. BUILDING BOARD(HARDBOARD): A. SEALANT INSTALLATION STANDARD: COMPLY WITH RECOMMENDATIONS IN ASTM C 1193 FOR USE OF 15. THE ARCHITECT AND/OR ENGINEER SHALL NOT HAVE CHARGE,CONTROL,OR BE RESPONSIBLE DOCUMENTATION FOR OWNER OR ARCHITECT TO EVALUATE THE COST AND SCHEDULE IMPACT. 6.MAINTAIN UNOBSTRUCTED ACCESS TO FIRE EXTINGUISHERS,FIRE HYDRANTS, 1.ANSIAHA A135.4,6 MM(1/4 INCH)THICK UNLESS SPECIFIED OTHERWISE. JOINT SEALANTS AS APPLICABLE TO MATERIALS,APPLICATIONS,AND CONDITIONS INDICATED. FOR CONSTRUCTION MEANS,METHODS,SEQUENCES,PROCEDURES,OR FOR SAFETY C. CHANGE ORDERS WILL BE PREPARED BY THE CONTRACTOR AT THE DIRECTION OF ARCHITECT. STAIRWAYS,AND ACCESS ROUTES. 1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES 2.PERFORATED HARDBOARD(PEGBOARD):TYPE 1,TEMPERED PERFORATED 6 MM(1/4 INCH) B. INSTALL SEALANT BACKINGS OF TYPE INDICATED TO SUPPORT SEALANTS DURING APPLICATION AND AT PRECAUTIONS AND PROGRAMS USED BY THE CONTRACTOR DURING THE CONSTRUCTION SPECIFIC CHANGES THAT ARE TO BE INCORPORATED INTO EACH CHANGE ORDER WILL BE AGREED UPON B. BARRICADES,WARNING SIGNS,AND LIGHTS: PROVIDE BARRICADES,WARNING SIGNS,WARNING A. MAINTAIN RECORD DOCUMENTS IN CLEAN,DRY,AND LEGIBLE CONDITIONS. DO NOT USE RECORD DIAMETER HOLES,ON 25 MM(11 INCH)CENTERS EACH WAY,SMOOTH SURFACE ONE SIDE. POSITION REQUIRED TO PRODUCE CROSS-SECTIONAL SHAPES AND DEPTHS OF INSTALLED SEALANTS PROCESS. BY THE ARCHITECT,OWNER AND THE CONTRACTOR PRIOR TO ISSUING. LIGHTS AND RAILINGS WITH APPROPRIATE COLORS AND GRAPHICS TO INFORM PUBLIC AND JOB-SITE DOCUMENTS FOR CONSTRUCTION PURPOSES.RECORD DOCUMENT AND"AS BUILT"RECORDS SHALL BE 3.H WALL PANELING AT GAS CHAIN RACK:TYPE 1,TEMPERED,FIRE RETARDANT TREATED, RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY. D. CONTRACTOR WILL IDENTIFY ALL CHANGE ORDERS AS SEPARATE LINE ITEMS ON THE SCHEDULE OF PERSONNEL OF HAZARDS. MAINTAINED CURRENT AT ALL TIMES. SMOOTH SURFACE ON SIDE.H 1.DO NOT LEAVE GAPS BETWEEN ENDS OF SEALANT BACKINGS. 16. PERMIT FEES,IMPACT FEES,WATER CONNECTION FEES,AND DEPOSITS FOR PERMANENT VALUES OF THE CONTRACTOR PAYMENT APPLICATION. C. SECURITY PROCEDURES:SECURE PROJECT AGAINST UNAUTHORIZED ENTRY AT ALL TIMES. B. CONTRACT DRAWINGS AND APPROVED SHOP DRAWINGS:LEGIBLY MARK EACH ITEM TO RECORD F. PLASTIC LAMINATE:NEMA LD-3. 2.DO NOT STRETCH,TWIST,PUNCTURE,OR TEAR SEALANT 1.STORAGE: PROVIDE SECURE,LOCKED FACILITIES FOR AREAS WHERE MATERIALS AND ACTUAL CONSTRUCTION,INCLUDING: 1.EXPOSED LAMINATE SURFACES INCLUDING COUNTERTOPS,AND SIDES OF CABINET DOORS: BACKINGS. UTILITY SERVICES SHALL BE PAID FOR BY THE OWNER.THE CONTRACTOR SHALL NOTIFY THE EQUIPMENT ARE STORED. OWNER WHEN THESE FEES APPLY,PRIOR TO THE START OF CONSTRUCTION OF THIS PROJECT. 1.04 CHANGES INITIATED BY THE OWNER 1.FIELD CHANGES OF DIMENSIONS AND DETAILS. GRADE HGL. 3.REMOVE ABSORBENT SEALANT BACKINGS THAT HAVE BECOME WET BEFORE SEALANT A. IF THE CONTRACTOR HAS BEEN DIRECTED BY THE ARCHITECT TO ADVISE HIM AS TO THE CREDIT COST 2.CHANGES MADE BY ADDENDA,CHANGE ORDERS,IF ANY,AND WORK ORDERS,IF ANY. 2.CABINET INTERIORS INCLUDING SHELVING:NEMA,CLS AS A MINIMUM,WITH THE FOLLOWING: APPLICATION AND REPLACE THEM WITH DRY MATERIALS 17. CONTRACTOR'S'REQUEST FOR PAYMENTSHALL INCLUDE RELEASES OF LIEN FOR ALL OF A PROPOSED CHANGE THE CONTRACTOR SHALL: END OF SECTION 01500 3.DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS. A.PLASTIC LAMINATE CLAD PLYWOOD OR PARTICLE BOARD. C.INSTALL BOND-BREAKER TAPE BEHIND SEALANTS WHERE SEALANT BACKINGS ARE NOT USED BETWEEN MATERIAL SUPPLIERS AND SUB-CONTRACTORS'WORK RELATING TO PRIOR REQUEST FOR 1.ANALYZE THE DESCRIBED CHANGE AND ITS IMPACT ON COST AND TIME 4.REFERENCES TO RELATED SHOP DRAWINGS AND MODIFICATIONS. B.RESIN IMPREGNATED DECORATIVE PAPER THERMALLY FUSED TO PARTICLE BOARD. SEALANTS AND BACKS OF JOINTS. PAYMENT. 2.SECURE THE REQUIRED INFORMATION AND FORWARD IT TO THE ARCHITECT FOR REVIEW SECTION 01535 PROTECTION OF WORK AND PROPERTY C. SPECIFICATIONS AND ADDENDA: LEGIBLY MARK EACH SECTION TO RECORD: 3.PLASTIC LAMINATE COVERED WOOD TOPS BACKING:GRADE HGP. D. 1.PLACE SEALANTS SO THEY DIRECTLY CONTACT AND FULLY WET JOINT SUBSTRATES. 3.MEET WITH ARCHITECT AS REQUIRED TO EXPLAIN THE COSTS AND OFFER ALTERNATIVES 1. MANUFACTURER,TRADE NAME,CATALOG NUMBER,AND SUPPLIER OF EACH PRODUCT AND 4.POSTFORMED SURFACES:GRADE HGP. 2.COMPLETELY FILL RECESSES IN EACH JOINT CONFIGURATION. 18. ALLCHANGE ORDERS'SHALL BE SIGNED BY&APPROVED BY THE ARCHITECT AND/OR 4.ALERT SUBCONTRACTORS AS TO THE IMPENDING CHANGE AND TO THE MAXIMUM EXTENT 1.01 REQUIREMENT INCLUDED ITEM OF EQUIPMENT ACTUALLY INSTALLED. G. STAINLESS STEEL:ASTI A240,TYPE 302 OR 304. 3.PRODUCE UNIFORM,CROSS-SECTIONAL SHAPES AND DEPTHS RELATIVE TO JOINT WIDTHS ENGINEER AND OWNER PRIOR TO ORDERING OF MATERIALS OR EXECUTION OF THE WORK. POSSIBLE,AVOID SUCH WORK AS WOULD INCREASE THE OWNER'S COST FOR MAKING THE A. PROTECTION OF PRODUCTS AFTER INSTALLATION. D. OTHER DOCUMENTS:MAINTAIN MANUFACTURER'S CERTIFICATION,INSPECTION CERTIFICATIONS, H. CAST ALUMINUM:ASTI B26. THAT ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY. CHANGE,ADVISING THE ARCHITECT IN WRITING WHEN SUCH AVOIDANCE IS NO LONGER B. PROTECTION OF EXISTING PROPERTY. FIELD TEST RECORDS REQUIRED BY INDIVIDUAL SPECIFICATION SECTIONS. 1. EXTRUDED ALUMINUM:ASTM B221. E.TOOLING OF NONSAG SEALANTS: IMMEDIATELY AFTER SEALANT APPLICATION AND BEFORE SKINNING OR 19. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PREFABRICATED ITEMS OF THE WORK PRACTICAL CURING BEGINS,TOOL SEALANTS ACCORDING TO REQUIREMENTS SPECIFIED BELOW TO FORM SMOOTH, AS CALLED OUT FOR IN THESE DOCUMENTS OR REQUIRED BY BUILDING DEPARTMENT. THE 2.01 PROTECTION AFTER INSTALLATION 1.03 SUBMITTALS 1.5 FABRICATION UNIFORM BEADS OF CONFIGURATION INDICATED;TO ELIMINATE AIR POCKETS;AND TO ENSURE CONTACT Digitally signed by Raul Ocampo, CONTRACTOR SHALL OBTAIN THE ARCHITECTS WRITTEN APPROVAL OF SHOP DRAWINGS PRIOR B. IF THE CONTRACTOR HAS BEEN DIRECTED BY THE ARCHITECT TO MAKE THE DESCRIBED CHANGE IN A. PROTECT INSTALLED PRODUCTS AND CONTROL TRAFFIC IN IMMEDIATE AREA TO PREVENT DAMAGE A. AT SUBSTANTIAL COMPLETION,DELIVER RECORD DOCUMENTS AND SAMPLES TO OWNER. A. GENERAL: AND ADHESION OF SEALANT WITH SIDES OF JOINT: TO FABRICATION.SAMPLES AND COLOR AND FINISH CHARTS SHALL BE SUBMITTED UPON THE WORK AT NO CHANGE IN CONTRACT SUM AND NO CHANGE IN CONTRACT TIME COMPLETION,BUT THE FROM SUBSEQUENT OPERATIONS. B. TRANSMIT WITH COVER LETTER LISTING: 1.AWI CUSTOM GRADE FOR INTERIOR MILLWORK. 1.REMOVE EXCESS SEALANT FROM SURFACES ADJACENT TO JOINTS. J REQUEST FOR SELECTION BY THE ARCHITECT. CONTRACTOR WISHES TO MAKE CLAIM FOR ONE OR BOTH OF SUCH CHANGES,THE CONTRACTOR SHALL B. PROVIDE PROTECTIVE COVERINGS AT WALLS,PROJECTIONS,CORNERS AND JAMBS,SILLS AND 1.DATE 2.FINISH WOODWORK,FREE FROM PITCH POCKETS. 2.USE TOOLING AGENTS THAT ARE APPROVED IN WRITING BY SEALANT MANUFACTURER AND NOTIFY THE ARCHITECT IN WRITING. SOFFITS OF OPENINGS IN AND ADJACENT TO TRAFFIC AREAS. 2.PROJECT TITLE AND NUMBER 3.TRIM,STANDARD STOCK MOLDING AND MEMBERS OF SAME SPECIES,EXCEPT WHERE SPECIAL THAT DO NOT DISCOLOR SEALANTS OR ADJACENT SURFACES. DN: c i=Raul Ocampo, Jr., o=ADC 20. ALL REQUIRED TESTS SHALL BE PERFORMED BY AN APPROVED TESTING LABORATORY AT THE C. IF THE CONTRACTOR HAS BEEN DIRECTED BY THE ARCHITECT TO MAKE THE DESCRIBED CHANGE C. COVER WALLS AND FLOORS OF ELEVATOR CABS AND JAMBS OF CAB DOORS WITH 3/4 INCH 3.CONTRACTOR'S NAME,ADDRESS AND TELEPHONE NUMBER. PROFILES ARE SHOWN. 3.PROVIDE CONCAVE JOINT CONFIGURATION PER FIGURE 5A IN ASTM C1 193,UNLESS CONTRACTOR'S EXPENSE. TEST RESULTS SHALL BE SUBMITTED TO THE ARCHITECT,INCLUSIVE SUBJECT TO LATER DETERMINATION OF COST OR CREDIT,THE CONTRACTOR SHALL CONSULT WITH THE PLYWOOD,WHEN ELEVATORS ARE USED BY CONSTRUCTION PERSONNEL. 4.M NUMBER AND TITLE OF EACH RECORD DOCUMENT 4.PLYWOOD,MINIMUM 13 1(1/2 INCH),UNLESS OTHERWISE SHOWN ON DRAWINGS OR OTHERWISE INDICATED. Archi -ects, ou=AR 6897, OF SOIL&SUBSURFACE INVESTIGATION(BORINGS)&FOUNDATION RECOMMENDATIONS BY FL. ARCHITECT,CONSTRUCTION MANAGER AND OWNER AND REACH AGREEMENT ON THE MOST D. PROTECT FINISHED FLOORS AND STAIRS FROM DIRT,WEAR,AND DAMAGE. SPECIFIED. F.INSTALLATION OF PREFORMED SILICON E-SEALANT SYSTEM:COMPLY WITH MANUFACTURER'S WRITTEN REG.ENGINEER.COST OF REPEAT TEST DUE TO FAILED STATUS SHALL BE BORNE BY THE APPROPRIATE METHOD FOR DETERMINING CREDIT OR COST FOR THE CHANGE 1.SECURE HEAVY SHEET GOODS OR SIMILAR PROTECTIVE MATERIALS IN PLACE,IN AREAS 1.04 EXTRA MATERIAL 5.EDGES OF MEMBERS IN CONTACT WITH CONCRETE OR MASONRY HAVING A SQUARE CORNER INSTRUCTIONS. CONTRACTOR. SUBJECT TO FOOT TRAFFIC. A. WHERE SPECIFICATION SECTION REQUIRES FURNISHING EXTRA MATERIAL TO THE OWNER FOR CAULKING REBATE. G.INSTALLATION OF PREFORMED FOAM SEALANTS: INSTALL EACH LENGTH OF SEALANT IMMEDIATELY email=ro@qVd,'-architects.net, d=US 1.05 CHANGES INITIATED BY THE CONTRACTOR 2.LAY PLANKING OR SIMILAR RIGID MATERIALS IN PLACE,IN AREAS SUBJECT TO MOVEMENT FUTURE MAINTENANCE USE,FURNISH MATERIALS AS SPECIFIED IN MANUFACTURER'S STANDARD 6.FABRICATE MEMBERS LESS THAN 4 M(14 FEET)IN LENGTH FROM ONE PIECE OF LUMBER,BACK AFTER REMOVING PROTECTIVE WRAPPING,TAKING CARE NOT TO PULL OR STRETCH MATERIAL,PRODUCING I A 21. CONTRACTOR SHALL CLEAN ALL AREAS OF THE WORK DAILY. ALL TRASH AND DEBRIS SHALL BE A. SHOULD THE CONTRACTOR DISCOVER A DISCREPANCY AMONG THE CONTRACTOR DOCUMENTS,A OF HEAVY OBJECTS. PACKAGING AND WITH SUITABLE LABELING TO IDENTIFY CONTENTS OF EACH PACKAGE. CHANNELED AND MOLDED A SHOWN. SEAL CONTINUITY AT ENDS,TURNS,AND INTERSECTIONS OF JOINTS.FOR APPLICATIONS AT LOW AMBIENT Date: 2021.W. 9 16:33:57 -04'00' REMOVED FROM THE JOB SITE AT THE CONTRACTOR'S EXPENSE ON A WEEKLY BASIS. CONCEALED CONDITION,OR OTHER CAUSE FOR A CHANGE IN THE WORK,CONTRACT SUM,OR CONTRACT 3.LAY PLANKING OR SIMILAR RIGID MATERIALS IN PLACE,IN AREAS WHERE STORAGE OF 7.FABRICATE INTERIOR TRIM AND ITEMS OF MILLWORK TO BE PAINTED FROM JOINTED,BUILT-Up, TEMPERATURES WHERE EXPANSION OF SEALANT REQUIRES ACCELERATION TO PRODUCE SEAL,APPLY TIME OF COMPLETION,HE SHALL NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING,BEFORE COMMENCING PRODUCTS WILL OCCUR. END OF SECTION 01720 OR LAMINATED MEMBERS,UNLESS OTHERWISE SHOWN ON DRAWINGS OR SPECIFIED. HEAT TO SEALANT IN COMPLIANCE WITH SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS. 22. CLOSE OUT DOCUMENTS:CONTRACTOR SHALL PROVIDE OWNER W/A 3 RING BINDER CLEARLY THE WORK. E. PROTECT WATERPROOFED AND ROOFED SURFACES: 8.PLASTIC LAMINATE WORK: H. CLEAN OFF EXCESS SEALANT OR SEALANT SMEARS ADJACENT TO JOINTS AS THE WORK PROGRESSES MARKED"EQUIPMENT WARRANTY&REPAIR MANUAL"AT THE END OF CONSTRUCTION. B. THE CONTRACTOR WILL ISSUE A REQUEST FOR INFORMATION(RFI)TO COMMUNICATE ALL 1.RESTRICT USE OF SURFACES FROM TRAFFIC OF ANY KIND AND FROM STORAGE OF A.FACTORY GLUED TO EITHER A PLYWOOD OR A PARTICLE BOARD CORE,THICKNESS AS BY METHODS AND WITH CLEANING MATERIALS APPROVED IN WRITING BY MANUFACTURERS OF JOINT CONTRACTOR OR SUBCONTRACTOR QUESTIONS,NEED FOR INFORMATION OR CLARIFICATION. PRODUCTS. SECTION 01740 WARRANTIES AND GUARANTEES SHOWN ON DRAWINGS OR SPECIFIED. SEALANTS AND OF PRODUCTS IN WHICH JOINTS OCCUR. C. CONTRACTOR WILL NOTIFY THE ARCHITECT OF COST AND/OR SCHEDULE IMPACTS WHEN ISSUING 2.WHEN AN ACTIVITY IS MANDATORY,OBTAIN RECOMMENDATIONS FOR PROTECTION OF B.COVER EXPOSED EDGES WITH PLASTIC LAMINATE,EXCEPT WHERE ALUMINUM,STAINLESS THE RFI) SURFACES FROM INSTALLER. INSTALL PROTECTION AND REMOVE ON COMPLETION OF A. OBTAIN AND SUBMIT WARRANTIES AND GUARANTEES,EXECUTED IN DUPLICATE BY SUBCONTRACTORS, STEEL,OR PLASTIC MOLDED EDGE STRIPS ARE SHOWN ON DRAWINGS OR SPECIFIED.USE END OF SECTION 079200 D. ON AGREEMENT THAT THERE IS REASONABLE CAUSE FOR THE PROPOSED CHANGE,ARCHITECT WILL ACTIVITY. RESTRICT USE OF ADJACENT UNPROTECTED AREAS. SUPPLIERS AND MANUFACTURERS,WITHIN TEN(10)DAYS AFTER SUBSTANTIAL COMPLETION. DATE OF PLASTIC MOLDED EDGE STRIPS ON 19 MM(3/4 INCH)THICK OR THINNER CORE MATERIAL. SECTION 08 70 00 FINISH HARDWARE ISSUE A CCD OR ASI. F. MECHANICAL,PLUMBING,EQUIPMENT,HVAC SYSTEMS,DUCTWORK,AND OTHER"MEP"RELATED BEGINNING OF TIME OF WARRANTY WILL BE NO EARLIER THAT THE DATE WHEN THE OWNER TAKES C.PROVIDE PLASTIC BACKING SHEET ON UNDERSIDE OF COUNTERTOPS,VANITY TOPS, SECTION 00700 1.06 PROCESSING SYSTEMS SHALL BE PROTECTED DURING AND FOLLOWING THE COURSE OF CONSTRUCTION TO OCCUPANCY OF THE FACILITIES. THRU-WAUL COUNTER H AND SILLS H INCLUDING BACK SPLASHES AND END SPLASHES OF THE WORK IN THIS SECTION SHALL INCLUDE FURNISHING OF ALL ITEMS OF FINISH HARDWARE AS PREVENT DIRT,DUST,WATER OR OTHER CONTAINMENTS FROM ENTERING.INCOMPLETE PLUMBING, B. WARRANTIES SHALL BE AS SPECIFIED IN INDIVIDUAL SECTIONS.STANDARD MANUFACTURERS COUNTERTOPS. HEREINAFTER SPECIFIED OR OBVIOUSLY NECESSARY TO COMPLETE THE BUILDING. HARDWARE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION A. MAKE WRITTEN REPLY TO THE ARCHITECT IN RESPONSE TO EACH CHANGE ORDER PROPOSAL. FLOOR DRAINS,ALL PIPING,ALL DUCTWORK AND OTHER SYSTEMS SHALL BE CAPPED AT CLOSE OF WARRANTIES SHALL BE PROVIDED FOR ALL PRODUCTS WITH STANDARD MANUFACTURER'S WARRANTY, I.STATE PROPOSED CHANGE IN THE CONTRACT SUM,IF ANY. EACH DAY TO PREVENT ANY INTRUSION OR BLOCKAGE FROM OCCURRING.ALL EQUIPMENT WILL BE WHETHER SPECIFIED OR NOT. D.USE BACKING SHEET ON CONCEALED LARGE PANEL SURFACE WHEN DECORATIVE FACE DOES PROVIDER SHALL COORDINATE HARDWARE WITH CARD READER AND ALARM PROVIDER. "THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION",A.I.A.DOCUMENT A201,(LATEST 2.STATE PROPOSED CHANGE IN THE CONTRACT TIME OF COMPLETION,IF ANY. NOT OCCUR. CONTRACTOR SHALL SUBMIT HARDWARE SCHEDULE FOR APPROVAL. PROPERLY PROTECTED AT ALL TIME WHEN WORK IS BEING PERFORMED IN THE IMMEDIATE AREA OR 1.6 INSTALLATION A. FURNISH LABOR AND MATERIAL TO COMPLETE HARDWARE WORK INDICATED,AS SPECIFIED EDITION AS PUBLISHED BY THE AMERICAN INSTITUTE OF ARCHITECTS,IS HEREBY MADE A PART OF E OTHER CHANGES IN THE WORK REQUIRED BY THE PROPOSED CHANGE, NING SIGNAGE,BARRIERS AND BARRIER TAPE WILL BE UTILIZED AS REQUIRED. END OF SECTION 01740 THESE SPECIFICATIONS TO THE SAME EXTENT AS IF BOUND IN THEIR ENTIRETY HEREIN OR DESIRABLE THEREWITH,IF ANY. A. INSTALLATION: HEREIN,OR AS MAY BE REQUIRED BY ACTUAL CONDITIONS AT BUILDING. 1.PRIME MILLWORK RECEIVING TRANSPARENT FINISH AND BACK-PAINT CONCEALED SURFACES. B. INCLUDE ALL NECESSARY SCREWS,BOLTS,EXPANSION SHIELDS,OTHER DEVICES,IF 00 4.11NCLUDE FULL BACKUP DATA SUCH AS SUBCONTRACTORS LETTER OF PROPOSAL OR SIMILAR 2.02 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE ro INFORMATION. WHEN OR WHERE ANY DIRECT OR INDIRECT DAMAGE OR INJURY IS DONE TO PUBLIC OR PRIVATE SECTION 061000 ROUGH CARPENTRY 2.FASTEN TRIM WITH FINE FINISHING NAILS,SCREWS,OR GLUE AS REQUIRED. NECESSARY,AS REQUIRED FOR PROPER HARDWARE APPLICATION. THE HARDWARE SUPPLIER 3.SET NAILS FOR PUTTY STOPPING.PROVIDE WASHERS UNDER BOLT HEADS WHERE NO OTHER SHALL ASSUME ALL RESPONSIBILITY FOR CORRECT QUANTITIES. SECTION 01010 B. WHEN COST OR CREDIT FOR THE CHANGE HAS BEEN AGREED UPON BY THE OWNER AND THE PROPERTY BY OR ON ACCOUNT OF ANY ACT,OMISSION,NEGLECT,OR MISCONDUCT IN THE EXECUTION C. ALL HARDWARESHALL MEET THE REQUIREMENTS OF FEDERAL,STATE AND LOCAL CODES CY) CONTRACTOR,OR THE OWNER HAS DIRECTED THAT COST OR CREDIT BE DETERMINED IN ACCORDANCE OF THE WORK,OR IN CONSEQUENCE OF THE NON EXECUTION THEREOF BY THE CONTRACTOR,THE 1.01 WORK INCLUDED BEARING PLATE OCCURS. LICT _j 1.01 PROJECT IDENTIFICATION AND DESCRIPTION OF WORK WITH PROVISION OF CONSTRUCTION CONTRACT GENERAL CONDITIONS,THE ARCHITECT OR GENERAL CONTRACTOR SHALL RESTORE,AT ITS OWN EXPENSE,SUCH PROPERTY TO A CONDITION SIMILAR OR A. PROVIDE ALL ROUGH CARPENTRY WORK,AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 4.SEAL CUT EDGES OF FIRE RETARDANT TREATED WOOD MATERIALS WITH A CERTIFIED HAVING JURISDICTION OVER THIS PROJECT,NOTWITHSTANDING ANY REAL OR APPARENT CONF ILL A. PROJECT IDENTIFICATION:(CHILD ADVOCACY CENTER,8556 COMMERCE CENTER DRIVE,PORT ST. CONTRACTOR MAY ISSUE THE CHANGE ORDER. EQUAL TO THAT EXISTING BEFORE SUCH DAMAGE OR INJURY WAS DONE,BY REPAIRING,OR ROUGH CARPENTRY SHALL INCLUDE BUT NOT BE LIMITED TO: ACCEPTABLE SEALER. THEREWITH IN THESE SPECIFICATIONS. LUCIE,FIL 34968) C. CHANGE ORDERS WILL BE DATED AND WILL BE NUMBERED IN SEQUENCE. OTHERWISE RESTORING AS MAY BE DIRECTED,OR IT SHALL MAKE GOOD SUCH DAMAGE OR INJURY IN IROLIGH HARDWARE,INSERTS,AND RELATED METAL COMPONENTS. 5.COORDINATE WITH PLUMBING AND ELECTRICAL WORK FOR INSTALLATION OF FIXTURES AND D. FIRE-RATED OPENINGS: Liq B. WORK COVERED BY CONTRACT DOCUMENTS: COMPLETE CONSTRUCTION OF THE PROJECT DEPICTED END OF SECTION 01153 AN ACCEPTABLE MANNER,AT NO ADDITIONAL COST TO THE OWNER. 2.ROUGH CARPENTRY SLEEPERS,BLOCKINGS,CURBS,CANTS,EDGINGS,GROUNDS,NAILERS, SERVICE CONNECTIONS IN MILLWORK ITEMS. 1.PROVIDE HARDWARE FOR FIRE-RATED OPENINGS IN COMPLIANCE WITH ANSI,NFPA AND FURRING. 6.PLUMB AND LEVEL ITEMS UNLESS SHOWN OTHERWISE. PAMPHLET NO.80,NFPA STANDARDS NO.101,UBC 702(1997)AND UL1 OC. THIS Z:) IN THE CONTRACT DOCUMENTS IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT DOCUMENTS, SECTION 01200 PROJECT MEETINGS 3.PLYWOOD BACKING PANELS. 7.NAIL FINISH AT EACH BLOCKING,LOOKOUT,OR OTHER NAILER AND INTERMEDIATE POINTS; REQUIREMENT TAKES PRECEDENCE OVER OTHER REQUIREMENTS FOR SUCH HARDWARE.EXCLUDING ONLY SUCH ITEMS AS SPECIFICALLY INDICATED TO BE EXCLUDED FROM THE CONTRACT AND END OF SECTION 01535 TOGGLE OR EXPANSION BOLT IN PLACE WHERE NAILS ARE NOT SUITABLE. PROVIDE ONLY HARDWARE THAT HAS BEEN TESTED AND LISTED BY UL FOR THE TYPES DESCRIBED AS"BY OTHERS","N.I.C.",OR"BY OWNER". 1.01 MEETINGS 47ELEPHONE ELECTRICAL EQUIPMENT BACK BOARDS. 8.APPLY ADHESIVE UNIFORMLY FOR FULL CONTACT BETWEEN FINISH MILLWORK AND AND SIZES OF DOORS REQUIRED AND COMPLIES WITH THE REQUIREMENTS OF THE DOOR A.CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION MEETING WITHIN 7 DAYS OF NOTICE TO PROCEED, SECTION 01569 CONSTRUCTION CLEANING 1.02 QUALITY ASSURANCE SUBSTRATE. AND DOOR FRAME LABELS.1.02 LAYOUT AND SHALL CONDUCT PROGRESS MEETINGS AS NEEDED THROUGHOUT THE PROGRESS OF THE WORK,TO 1. GRADES SPECIFIED ARE THE MINIMUM ACCEPTABLE. LUMBER GRADES SHALL BE DETERMINED IN 1.7 CLEANING 2.WHERE PANIC EXIT DEVICES ARE REQUIRED ON FIRE-RATED DOORS,PROVIDE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATELY LAYING OUT THE WORK.CONTRACTOR cz WHICH THE ARCHITECT AND OWNER SHALL BE INVITED. 1.01 CLEANING ACCORDANCE WITH ASTM D 245. A. REMOVE EXCESS ADHESIVE BEFORE ADHESIVE SETS. SUPPLEMENTARY MARKING ON DOOR ILL LABEL INDICATING FIRE DOOR TO BE EQUIPPED 0 SHALL VERIFY DIMENSIONS SHOWN ON THE DRAWINGS BEFORE LAYING OUT THE WORK AND REPORT B.CONTRACTOR SHALL: A. MAINTAIN AREAS UNDER CONTRACTOR'S CONTROL FREE OF WASTE,SCRAPS,SURPLUS MATERIAL 2. LUMBER SHALL BEAR THE GRADE MARK OFAN AMERICAN LUMBER STANDARDS COMMITTEE,BOARD OF B CLEAN EXPOSED SURFACES.REMOVE CONTAMINANTS AND STAINS. WITH FIRE EXIT HARDWARE AND PROVIDE ILL LABEL ON EXIT DEVICE INDICATING"FIRE 0- ERRORS OR INACCURACIES TO THE ARCHITECT BEFORE COMMENCING WORK. 13� 1.MAKE PHYSICAL ARRANGEMENTS FOR MEETINGS.MEETINGS SHALL BE IN SUITABLE SPACE AND DEBRIS. REVIEW-APPROVED AGENCY. LUMBER SHALL CONFORM TO USDC PS 20. C. TOUCH UP DAMAGED FACTORY FINISHES. EXIT HARDWARE". 1.03 STANDARDS AT THE PROJECT SITE. B. REMOVE DEBRIS AND RUBBISH FROM PIPE CHASES,PLENUMS,ATTICS,CRAWL SPACES,AND OTHER 3. LUMBER SHALL BEAR A MARK OF MILL IDENTIFICATION. 1.REPAIR PAINTED SURFACES WITH TOUCH UP PRIMER. E. FASTENERS: 0 Ud 2.RECORD MINUTES;INCLUDE ALL SIGNIFICANT PROCEEDINGS AND DECISIONS. CLOSED OR REMOTE SPACES,PRIOR TO CLOSING THE SPACE. 4. PLYWOOD SHALL COMPLY WITH APA REF.1 GRADING REQUIREMENTS,USDC PS 1,AND ANSI A199.1. 1.8 PROTECTION 1.HARDWARE AS FURNISHED SHALL CONFORM TO PUBLISHED TEMPLATES GENERALLY LL > A. REFERENCES TO CODES,SPECIFICATIONS AND STANDARDS IN THE CONTRACT DOCUMENTS SHALL 3.REPRODUCE AND DISTRIBUTE COPIES OF MINUTES WITHIN THREE DAYS AFTER EACH MEETING C. CLEAN INTERIOR AREAS DAILY. A. PROTECT FINISH CARPENTRY FROM TRAFFIC AND CONSTRUCTION OPERATIONS. PREPARED FOR MACHINE SCREW INSTALLATION. MEAN THE LATEST EDITION,AMENDMENT,OR REVISION IN EFFECT AS OF THE DATE OF THESE CONTRACT TO ALL PARTICIPANTS IN MEETING AND TO ALL PARTIES AFFECTED BY DECISIONS MADE AT MEETING. D. ALL COMBUSTIBLEWASTE MATERIALS SHALL BE REMOVED FROM BUILDINGS AT THE END OF EACH B. COVER FINISH CARPENTRY WITH REINFORCED KRAFT PAPER,AND PLYWOOD OR HARDBOARD. 2.FURNISH EACH ITEM COMPLETE WITH ALL SCREWS REQUIRED FOR INSTALLATION. DOCUMENTS. 2.01 LUMBER C.CONTRACTOR WILL SET SCOPE AND ORDER OF AGENDA AND WILL PRESIDE AT MEETINGS. WORKING DAY. A. SCOPE: PROVIDE LUMBER FOR MISCELLANEOUS WOOD FRAMING,BLOCKING,CANT STRIPS,NAILERS C. REMOVE PROTECTIVE MATERIALS IMMEDIATELY BEFORE ACCEPTANCE. TYPICALLY,ALL EXPOSED SCREWS INSTALLATION. B. AS USED IN THE CONTRACT DOCUMENTS,"PROVIDE"MEANS"FURNISH AND INSTALL COMPLETE IN E. BROOM CLEAN INTERIOR AREAS PRIOR TO START OF SURFACE FINISHING. ETC.,FOR ALL WORK OF THE PROJECT,INCLUDING,BUT NOT LIMITED TO ROOFING,FLASHING,SHEET D. REPAIR DAMAGE. INSOFAR AS PRACTICAL,FURNISHED CONCEALED TYPE FASTENERS FOR HARDWARE UNITS THAT LLI ULI PLACE." END OF SECTION 01200 F. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION CLEANING METAL WORK,AND THE LIKE. END OF SECTION 062000 HAVE EXPOSED SCREWS SHALL BE FURNISHED WITH PHILLIPS FLAT HEAD SCREWS,FINISHED TO C. CONTRACTOR'S DUTIES SECTION 01300 SUBMITTALS MATCH ADJACENT HARDWARE. '5 1.EXCEPT AS SPECIFICALLY NOTED,PROVIDE AND PAY FOR: 2.01 CONTRACTOR'S FAILURE TO CLEAN B. PROVIDE NEW LUMBER OF CONSISTENT SIZE,FREE OF STAINS AND MILDEW,KILN DRIED TO A SECTION 064023 INTERIOR ARCHITECTURAL WOODWORK DOOR CLOSERS AND EXIT DEVICES TO BE INSTALLED WITH CLOSED HEAD THROUGH BOLTS(SEX LU A.LABOR,MATERIALS,AND EQUIPMENT. 1.01 SUMMARY A. IF THE CONTRACTOR FAILS TO MAINTAIN LEVELS OF CLEANLINESS IN WORK AREAS,SATISFACTORY TO MOISTURE CONTENT OF NOT MORE THAN 19%BY WEIGHT. WHERE EXPOSED OR SEMI-EXPOSED,PROVIDE BOLTS).B.TOOLS,CONSTRUCTION EQUIPMENT,AND MACHINERY. A.THIS SECTION SPECIFIES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR SUBMITTALS THE ARCHITECT,THEN THE OWNER SHALL HAVE THE RIGHT TO CAUSE SUCH AREAS TO BE CLEANED BY WOOD MEMBERS SELECTED FOR BEST POSSIBLE APPEARANCE FROM THE GRADE OF STOCK SPECIFIED. 1.01 GENERAL ACCEPTABLE MANUFACTURERS: 0 ULI 4 C.WATER,HEAT,AND UTILITIES REQUIRED FOR CONSTRUCTION. C PROVIDE LUMBER IN LONGEST PRACTICAL LENGTHS. USE SINGLE LENGTH PIECES WHEREVER A. THIS SECTION INCLUDES,BUT IS NOT LIMITED TO THE FOLLOWING: 0 INCLUDING: OTHERS AND THE COSTS FOR SUCH CLEANING SHALL BE THE OBLIGATION OF THE CONTRACTOR AND A.TO THE GREATEST EXTENT POSSIBLE,OBTAIN EACH KIND OF HARDWARE FROM ONLY 0 (0 POSSIBLE. 1.PLASTIC-LAMINATE WORKSTATIONS,COUNTERTOPS&CABINET WORK. cz D.OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION 1.SHOP DRAWINGS. SHALL BE DEDUCTED FROM ANY MONEY DUE THE CONTRACTOR. D. UNLESS OTHERWISE NOTED IN THE DOCUMENTS GENERAL CARPENTRY MATERIAL LUMBER SHALL BE 2.SINK VANITY CABINETS ONE MANUFACTURER. LU OF WORK. 2.PRODUCT DATA. B.ALL NUMBERS AND SYMBOLS USED HEREIN HAVE BEEN TAKEN FROM THE CURRENT CONSTRUCTION GRADE,SPRLICE-FIR-PINE 3.RECEPTION COUNTER&CABINETS W 2.PAY LEGALLY REQUIRED SALES,CONSUMER,AND USE TAXES. 3.SAMPLES END OF SECTION 01569 CATALOGUES OF THE FOLLOWING MANUFACTURERS. < W 3.SECURE AND PAY FOR,AS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK. B.ADMINISTRATIVE SUBMITTALS:REFER TO REQUIREMENTS SPECIFIED IN OTHER DIVISION 1 FOR: E' PRESSURE PRESERVATIVE TREATED LUMBER: PRESSURE PRESERVATIVE TREAT LUMBER ABOVE 1.02 SHOP DRAWINGS LU 0 A.PERMITS GROUND AND IN CONTACT WITH ROOFING,FLASHING,SHEET METAL,MASONRY,CONCRETE, A. SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH CONTRACT DOCUMENTS. cr 0 1.PERMITS. SPECIFIED DAMPPROOFING,AND WATERPROOFING IN CONFORMANCE WITH AWPB LP-2 AND AWPA C2. B. CLEARLY INDICATE MATERIAL,DETAILS OF CONSTRUCTION,PROFILES,JOINTING,FASTENING AND OTHER MANUFACTURER SUBSTITUTE &GOVERNMENT FEES 2.APPLICATIONS FOR PAYMENT. SECTION 01600 MATERIALS AND EQUIPMENT PROVIDE PRESSURE PRESERVATIVE TREATED LUMBER WITH A MINIMUM NET RETENTION OF 0.25 PCF. RELATED DETAILS. C) LO 0 > C.LICENSES 3.PERFORMANCE AND PAYMENT BONDS(WHERE REQUIRED). ro 4.COMPLY WITH CODES,ORDINANCES,RULES AND REGULATIONS RELEVANT TO THE WORK. DRY LUMBER TO MAXIMUM MOISTURE CONTENT OF 19%AFTER TREATMENT. USE ONLY WATERBORNE C. SUBMIT SAMPLES OF EACH PRODUCT OR MATERIAL WITH EXAMPLE OF FINAL FINISH APPLIED.SUBMIT 1) Hinges Ives Bornmer 0 L0 4.INSURANCE CERTIFICATES. 1.01 MATERIAL AND EQUIPMENT INCORPORATED INTO THE WORK PRESERVATIVES WHICH CONFORM TO AWPA P5. CREOSOTE PRESERVATIVES ARE NOT ACCEPTABLE. < 00 2 5.PROMPTLY SUBMIT WRITTEN NOTICE TO ARCHITECT OF OBSERVED VARIANCE OF CONTRACT MANUFACTURERS FULL RANGE OF PLASTIC LAMINATE.FINAL SELECTIONS OF COLORS AND ALL MATERIAL 2) Locks&Latches Schlage Falcon :2 DOCUMENTS FROM LEGAL REQUIREMENTS. A. DO NOT USE MATERIAL OR EQUIPMENT FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS 1.PRESSURE PRESERVATIVE TREAT LUMBER IN CONTACT WITH GROUND IN COMPLIANCE WITH SHALL BE PER ARCHITECTS APPROVED SAMPLE. !E C 1.02 SUBMITTAL PROCEDURES DESIGNED OR SPECIFIED. AWPA C2 AND AWPB LP-22 WITH A MINIMUM NET RETENTION OF 0.40 PCF. 1.03 PROJECT CONDITIONS 3) Cylinders,Keys,Keying Schlage Everest No Substitution 0 A.APPROPRIATE MODIFICATIONS TO CONTRACT DOCUMENTS WILL REFLECT A.COORDINATE TIMING OF SUBMITTALS WITH CONSTRUCTION ACTIVITIES.TRANSMIT SUBMITTALS WELL IN 4) Exit Devices Von Duprin Falcon CID F FIRE RETARDANT TREATED LUMBER: FOR INTERIOR CONCEALED ROUGH CARPENTRY,ALL LUMBER A. ENVIRONMENTAL LIMITATIONS: DO NOT DELIVER OR INSTALL WOODWORK UNTIL HVAC SYSTEM IS 5) Door Closers LCIN Falcon I NECESSARY CHANGES. ADVANCE OF PERFORMANCE OF WORK TO AVOID DELAYS. COORDINATE SUBMITTALS OF RELATED PART 2--REUSE OF EXISTING MATERIAL AND PLYWOOD,PROVIDE FIRE RETARDANT TREATED LUMBER COMPLYING WITH AWPA C20,TYPE A. OPERATING AND MAINTAINING TEMPERATURE AND RELATIVE HUMIDITY AT OCCUPANCY LEVELS DURING THE �2 B.ASSUME RESPONSIBILITY FOR WORK KNOWN TO BE CONTRARY TO SUCH REQUIREMENTS, ELEMENTS OF WORK. 6) OH Stops/Holders Glynn Johnson Rixson DWG IDENTIFICATION - WITHOUT NOTICE. 1.ARCHITECT MAY REJECT,OR WITHHOLD ACTION ON SUBMITTALS REQUIRING 2.01 EXCEPT AS SPECIFICALLY INDICATED OR SPECIFIED,MATERIALS AND EQUIPMENT REMOVED FROM PROVIDE FIRE RETARDANT TREATMENT WHICH YIELDS A FLAME SPREAD RATING OF NOT MORE THAN 25 REMAINDER OF THE CONSTRUCTION PERIOD. 7) Wall Stops/Floor Ives Trimco,Burns 6.ENFORCE STRICT DISCIPLINE AND ORDER AMONG SUB-CONTRACTORS AND EMPLOYEES.DO NOT EXISTING STRUCTURE SHALL NOT BE USED IN COMPLETED WORK. WHEN TESTED IN ACCORDANCE WITH ASTI E 84 KILN DRIED AFTER TREATMENT TO MAXIMUM MOISTURE 2.01 MATERIALS Stops,Flushbolts > COORDINATION WITH OTHER SUBMITTALS UNTIL RELATED SUBMITTALS ARE RECEIVED. 2.02 FOR MATERIAL AND EQUIPMENT SPECIFICALLY INDICATED OR SPECIFIED TO BE REUSED IN THE WORK: CONTENT OF 19%. A. WOOD PRODUCTS: EMPLOY ANY: 2.ALL REQUIRED FIELD VERIFICATION AND COORDINATION SHALL BE COMPLETED PRIOR 8) Kick Plates Ives Trimco,Burns A.UNFIT PERSONS. A.USE SPECIAL CARE IN REMOVAL,HANDLING,STORAGE AND INSTALLATION,TO ASSURE PROPER 1.HARDBOARD: AHA Al 35.4. TO TRANSMITTING SUBMITTALS TO ARCHITECT. 9) Threshold/Weather-strip Zero Reese B.PERSONS NOT SKILLED IN ASSIGNED TASK. FUNCTION IN COMPLETED WORK. 2.02 CONSTRUCTION PANELS 2.MEDIUM-DENSITY FIBERBOARD: ANSI A208.2,GRADE MID,MADE WITH BINDER CONTAINING NO UREA 10) Silencers lves B.PROCESSING OF SUBMITTALS:ALLOW SUFFICIENT REVIEW TIME TO ENSURE INSTALLATION WILL NOT BE A. SCOPE: CONSTRUCTION PANELS REQUIRED TO COMPLETE THE WORK OF THIS SECTION INCLUDE,BUT FORMALDEHYDE. GENERAL NOTES DELAYED. 11) Key Cabinet Lund Key Control 1.04 CONTRACTS AND CONDITIONS OF CONTRACT 1.REVIEW BY ARCHITECTS OFFICE ONLY:ALLOW TEN BUSINESS DAYS FOR REVIEW AND PART 3--MANUFACTURER'S INSTRUCTIONS IS NOT LIMITED TO THE FOLLOWING: 3.SOFTWOOD PLYWOOD:DOC PS 1 MEDIUM DENSITY OVERLAY 0 A. CONTRACT:UNLESS OTHERWISE DIRECTED CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL BE 3.01 INSTALL,HANDLE,CLEAN AND ADJUST PRODUCTS IN STRICT ACCORD WITH MANUFACTURERS 1.BACKING PANELS AT ELECTRICAL ROOMS. 4.PAINT GRADE WOOD BASE OF FINGER JOINTED PINE,PRIMED. AND DATA 3: PROCESSING C� AIA DOCUMENT Al 01,"FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR WHERE THE BASIS OF 2.REPROCESSING OF SUBMITTALS:FOR SUBMITTALS NOT APPROVED INITIALLY,ALLOW TEN INSTRUCTIONS AND SPECIFIED REQUIREMENTS. B. COMPLY WITH USDC PS 1 AND APA REF.1 AS APPLICABLE. FACTORY MARK EACH PANEL WITH APIA B. PLASTIC LAMINATE C. IF MATERIAL MANUFACTURED BY OTHER THAN THAT SPECIFIED OR LISTED HEREWITH AS AN PAYMENT IS A STIPULATED SUM" BUSINESS DAYS FOR REVIEW AND REPROCESSING OF SUBMITTALS BY ARCHITECT,AND AN ADDITIONAL FIVE A.SHOULD JOB CONDITIONS OR SPECIFIED REQUIREMENTS CONFLICT WITH MANUFACTURER'S TRADEMARK SHOWING COMPLIANCE WITH REQUIREMENTS. 1.ACCEPTABLE MANUFACTURERS:FORMICA,NEVAMAR,WILSONART OR EQUAL. EQUAL,IS TO BE BID UPON,PERMISSION MUST BE REQUESTED FROM THE ARCHITECT SEVEN(7) '15 B. CONDITIONS OF THE CONTRACT: UNLESS OTHERWISE INDICATED,THE GENERAL CONDITIONS OF THE BUSINESS DAYS FOR REVIEW BY EACH CONSULTANT. INSTRUCTIONS,CONSULT WITH ARCHITECT FOR CLARIFICATION. C. PLYWOOD BACKING PANELS: PROVIDE APIA TRADEMARKED,PERFORMANCE-RATED SHEATHING,UL 2.02 MISCELLANEOUS MATERIALS DAYS PRIOR TO BIDDING. IF SUBSTITUTION IS ALLOWED,IT WILL BE SO NOTED BY ADDENDUM. a) F:RE-RETARDANT TREATED,C-D PLUGGED,EXPOSURE 1 PANELS,NOT LESS THAN 5/8 IN.THICK. PROVIDE A. FURRING,BLOCKING,SHIMS,AND HANGING STRIPS: SOFTWOOD OR HARDWOOD LUMBER,FIRE- DRAWN CHECKED CONTRACT SHALL BE AIA DOCUMENT A201,"GENERAL CONDITIONS OF THE CONTRACT FOR 3.NO EXTENSION OF CONTRACT TIME WILL BE AUTHORIZED DUE TO FAILURE TO TRANSM17 FINISH OF HARDWARE: TR/ST DATE: CONSTRUCTION",HEREINAFTER REFERRED TO AS THE"DOCUMENT 00700,GENERAL CONDITIONS", PART 4--STORAGE AND PROTECTION F RE-RETARDANT TREATMENT WHICH YIELDS A FLAME SPREAD RATING OF NOT MORE THAN 25 WHEN ,KILN-DRIED TO LESS THAN 19 PERCENT MOISTURE CONTENT. A.EXTERIOR HINGES TO BE STAINLESS STEEL(32D)AND INTERIOR HINGES TO BE SATIN BY: BY: 4.01 STORE PRODUCTS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS,WITH SEALS AND LABELS TESTED IN CONFORMANCE WITH ASTI E 84,AND CONFORMS TO AWPA C 27,INTERIOR TYPE A. KILN DRY B. ADHESIVES,GENERAL: DO NOT USE ADHESIVES THAT CONTAIN UREA FORMALDEHYDE. CHROME(26D).DOOR CLOSERS TO BE ALUMINUM.LOCKS TO BE SATIN CHROME(26D), THIS DESIGN - SUBMITTALS SUFFICIENTLY IN ADVANCE OF SCHEDULED PERFORMANCE OF WORK. 0 INCLUDING ANY AND ALL MODIFICATIONS,REVISIONS,AMENDMENTS THERETO,INCLUDING AND C.PREPARATION OF SUBMITTALS:PLACE TITLE BLOCK ON EACH SUBMITTAL.INDICATE PROJECT NAME,G.C. AFTER TREATMENT TO A MAXIMUM MOISTURE CONTENT OF 15%. 2.03 FABRICATION EXIT DEVICES SATIN CHROME(26D).OVERHEAD HOLDERS TO BE STAINLESS STEEL(32D), PRA ING 0 SUPPLEMENTARY CONDITIONS(DOCUMENT 00800(IF PROVIDED)MODIFICATIONS TO GENERAL INTACT AND LEGIBLE. Designer > SUBMITTAL NUMBER,SPECIFICATION SECTION,DATE OF SUBMITTAL,NAME AND ADDRESS OF ARCHITECT, CONDITIONS",MADE PART OF THIS PACKAGE. NAME AND ADDRESS OF CONTRACTOR,NAME AND ADDRESS OF SUBCONTRACTOR AND/OR SUPPLIER,NAME A. MAINTAIN TEMPERATURE AND HUMIDITY WITHIN RANGES REQUIRED BY MANUFACTURER'S A. GENERAL: COMPLETE FABRICATION TO MAXIMUM EXTENT POSSIBLE BEFORE SHIPMENT TO PROJECT FLAT GOODS TO BE SATIN CHROME(26D)OR STAINLESS STEEL(32D)AND THE AS DEEN ISSUED ON C. CONTRACTOR'S DUTIES: OF MANUFACTURER,DRAWING NUMBER AND DETAIL REFERENCE. INSTRUCTIONS. 2.03 MISCELLANEOUS MATERIALS SITE. WHERE NECESSARY FOR FITTING AT SITE,PROVIDE ALLOWANCE FOR SCRIBING,TRIMMING,AND THRESHOLDS TO BE MILL FINISH ALUMINUM. THE DATE CD 06/25/2021 Author 2 1.DESIGNATE REQUIRED DELIVERY DATE FOR EACH PRODUCT AS REQUIRED FOR COMPLETION 1.CONTRACTOR'S REVIEW AND ACTION STAMP:STAMP AND SIGN EACH SUBMITTAL TO SHOW B. STORE FABRICATED PRODUCTS ON BLOCKING OR SKIDS IN SUCH A MANNER AND LOCATION THAT A. INSERTS,ANCHORS,AND FASTENERS: PROVIDE INSERTS,ANCHORS,ANCHOR BOLTS,LAG BOLTS, FITTING. HINGES AND PIVOTS: S OF THE WORK. SUSPENDED FLOORS ARE NOT OVERLOADED BEYOND SAFE LIVE LOADS. SCREWS,WASHERS,NUTS,NAILS,AND OTHER ROUGH HARDWARE. ASSIST OTHER TRADES AS B. PLASTIC-LAMINATE COUNTERTOPS: THE GENERAL CONTRACTOR'S REVIEW AND APPROVAL PRIOR TO TRANSMITTAL TO ARCHITECT. A. EXTERIOR BUTTS SHALL BE STAINLESS STEEL. BUTTS ON ALL OUT SWINGING DOORS SHALL BE 1O'R,.SE BID Approver 2.INSPECT DELIVERED PRODUCTS,REPORT DAMAGED OR DEFECTIVE ITEMS. SUBMITTALS NOT SIGNED AND STAMPED BY CONTRACTOR WILL BE RETURNED WITHOUT ACTION. C. PROTECT EXISTING FLOOR FINISH FROM DAMAGE,SOILING AND STAINING BY INCLUDING BUT NOT NECESSARY IN THE PLACEMENT OF INSERTS AND ANCHOR BOLTS IN CONCRETE AND MASONRY. FURNISH 1.COLORS,PATTERNS,AND FINISHES:AS INDICATED ON THE DRAWINGS FURNISHED WITH NON-REMOVABLE PINS(NRP). NOTED CID 3.PROTECT FROM EXPOSURE TO ELEMENTS,FROM DAMAGE. 2.CUSTOMIZE SUBMITTALS AS REQUIRED TO SHOW INTERFACE WITH ADJACENT WORK. LIMITED TO A LAYER OF AT LEAST 6 1 POLYETHYLENE COVERED BY PLYWOOD. FULL INSTRUCTIONS REGARDING LOCATIONS,SIZES,AND OTHER REQUIREMENTS TO ENSURE PROPER 2.EDGE TREATMENT:SAME AS LAMINATE CLADDING ON HORIZONTAL SURFACES. B. INTERIOR BUTTS SHALL BE AS LISTED. �2 4.REPAIR OR REPLACE ITEMS DAMAGED AS RESULT OF CONTRACTOR'S OPERATIONS. 3.SOURCE:SUBMITTALS RECEIVED FROM SOURCES OTHER THAN CONTRACTOR WILL BE D. REPAIR OR REPLACE FINISHES DAMAGED BY STORAGE OF MATERIALS OR CONSTRUCTION WORK. PREPARATION.PROVIDE ROUGH HARDWARE WHICH COMPLIES WITH REQUIREMENTS OF THE GOVERNING 3.CORE MATERIAL AT SINKS: EXTERIOR-GRADE PLYWOOD. C. DOORS 5'OR LESS IN HEIGHT SHALL HAVE TWO(2)BUTTS. FURNISH ONE(1)ADDITIONAL BUTT RETURNED WITHOUT ACTION. LAWS AND CODES. 3.01 INSTALLATION FOR EACH 2'6"IN HEIGHT OR FRACTION THEREOF. DUTCH DOOR SHALL HAVE TWO(2)BUTTS PER 1.05 CONTRACTOR USE OF PREMISES 5.01 CONTRACTOR'S SELECTION B. ROUGH HARDWARE: PROVIDE ROUGH HARDWARE ITEMS FOR USE AT ROOF AND OTHER EXTERIOR A. INSTALL WORK LEVEL,PLUMB,TRUE,AND STRAIGHT TO A TOLERANCE OF 1/8 INCH IN 96 INCHES. SHIM JOB ME XUMBER� 4.DEVIATIONS FROM CONTRACT DOCUMENTS:WHEN PRODUCTS,MATERIALS,OR SYSTEMS USES HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTI A 153. PROVIDE OTHER CONCEALED ITEMS AS REQUIRED WITH CONCEALED SHIMS. LEAF. A.CONFINE OPERATIONS AT SITE TO AREAS AFFECTED BY CONTRACT DOCUMENTS. SUBMITTED DEVIATE FROM CONTRACT DOCUMENTS,RECORD DEVIATIONS CLEARLY ON TRANSMITTAL A. FOR A PRODUCT SPECIFIED ONLY BY DESCRIPTION,PROVIDE PRODUCT CONFORMING TO THAT KEYING: B.DO NOT UNREASONABLY ENCUMBER SITE WITH MATERIALS OR EQUIPMENT. FORM. SPECIFIED CADMIUM PLATED OR ZINC CHROMATE PLATED. B. SCRIBE AND CUT TO FIT ADJOINING WORK,REFINISH CUT SURFACES,AND REPAIRDAMAGED FINISH AT A. ALL LOCKS AND CYLINDERS SHALL BE SCHLAGE EVEREST KEY SYSTEM,ALL BITTINGS SHALL BE C.DO NOT LOAD STRUCTURE WITH WEIGHT THAT WILL ENDANGER STRUCTURE. D.AFTER ARCHITECT REVIEWS SUBMITTAL,REVISE AND RESUBMIT AS REQUIRED.IDENTIFY CHANGES MADE DESCRIPTION,SUITABLE FOR USE SHOWN ON DRAWINGS. C. PROVIDE HAMMER DRIVE ANCHORS AND FASTENERS FOR SECURING WOOD FRAMING,BLOCKING OR CUTS. ISSUED BY SCHLAGE LOCK,MATCHING EXISTING. 21 -21138 D.ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF PRODUCTS STORED ON SINCE PREVIOUS SUBMITTAL. B. FOR A PRODUCT SPECIFIED ONLY BY REFERENCE STANDARD,PROVIDE PRODUCT CONFORMING TO PLYWOOD INTO MASONRY OF SUFFICIENT LENGTH TO PENETRATE THE RECEIVING MEMBER A MINIMUM OF C. COUNTERTOPS: ANCHOR SECURELY BY SCREWING THROUGH CORNER BLOCKS OF BASE CABINETS OR 20 B. PROVIDE TWO(2)EACH CHANGE KEYS PER LOCK AND SIX(6)EACH GRANDMASTER AND MASTER < -1 PREMISES. E.DISTRIBUTE COPIES OF REVIEWED SUBMITTALS TO CONCERNED PERSONS.INSTRUCT RECIPIENTS TO THAT 1-1/2 IN. OTHER SUPPORTS INTO UNDERSIDE OF COUNTERTOP. CAULK SPACE BETWEEN BACKSPLASH AND WALL KEYS.ALL KEYS TO BE PATENT RESTRICTED. (0 CIJ REFERENCE STANDARD,SUITABLE FOR USE SHOWN ON DRAWINGS. WITH SEALANT SPECIFIED IN DIVISION 7,SECTION"JOINT SEALANTS." L, 0 PROMPTLY REPORT INABILITY TO COMPLY WITH PROVISIONS. END OF SECTION 061000 6i C\I END OF SECTION 01010 END OF SECTION 01300 END OF SECTION 08 70 00 END OF SECTION 064023 1 1 2 SECTION 092116 GYPSUM BOARD ASSEMBLIES SECTION 095100 ACOUSTICAL CEILINGS(CONTINUED) SECTION 09900 PAINTING(CONTINUE) 1.01 SECTION INCLUDES 1.INTERIOR GYPSUM WALLBOARD. 3.02 PREPARATION AND INSTALLATION-GENERAL 2.TILE BACKING PANELS. A. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. 3.03 SURFACE FINISHES 3.NON-LOAD-BEARING STEEL FRAMING. B. CONDITION ACOUSTICAL CEILING MATERIALS TO TEMPERATURE AND HUMIDITY WHICH APPROXIMATE A. PRIME AND FINISH PAINT ALL SURFACES EXPOSED-TO-VIEW INCLUDING,BUT NOT LIMITED TO, THOSE THAT WILL BE PRESENT WHEN SPACES ARE OCCUPIED BY UNPACKING AND SEPARATING MATERIAL WOODWORK,DOORS,FRAMES,GLAZING STOPS,WALLS AND CEILINGS,HANGERS,SUPPORTS, 1.02 SUBMITTALS 24 HOURS PRIOR TO INSTALLATION. STRUCTURAL STEEL,MISCELLANEOUS STEEL,MECHANICAL AND ELECTRICAL SERVICES,MATERIALS AND A. SUBMIT MANUFACTURERS PRODUCT DATA IN ACCORDANCE WITH CONTRACT DOCUMENTS. C. COORDINATE INSTALLATION TO ENSURE PROPER LOCATIONS OF OTHER WORK SUCH AS LIGHT EQUIPMENT. DO NOT PAINT METALS AND PREFINISHED MATERIALS AS SPECIFIED IN ARTICLE 3.03 B. CLEARLY INDICATE SPECIFIC PRODUCTS INTENDED FOR USE AND LOCATIONS FOR EACH PRODUCT. FIXTURES,MECHANICAL FIXTURES AND FIRE PROTECTION SYSTEMS. APPLICATION. D. LAYOUT:MEASURE EACH AREA AND LAYOUT CEILINGS TO BALANCE PANEL WIDTHS ON OPPOSITE 1.03 DELIVERY,STORAGE,AND HANDLING EDGES OF EACH CEILING IN BOTH DIRECTIONS.AVOID USE OF LESS THAN 1/2 WIDTH CEILING UNITS.FOLLOW 3.04 SPECIAL CLEANING LAYOUTS ON PLANS. A. CLEAN OFF ANY PAINT SPOTTING OR BLEMISHES FROM WORK NOT INTENDED TO RECEIVE PAINTING ARCHITECTS D E S I G N A. DELIVER MATERIALS IN ORIGINAL PACKAGES BEARING NAME OF MANUFACTURER OR SUPPLIER. E. FINISH ACOUSTICAL CEILINGS SHALL BE LEVEL TO WITHIN 1/8 IN.IN 10 FT.WITH TOTAL ACCUMULATED TREATMENT AND LEAVE WORK IN ORIGINAL CONDITION.ENTIRELY REINSTATE,AT THIS SECTION'S OWN B. STORE MATERIALS INSIDE AND KEEP DRY AND PROTECTED FROM WEATHER.STACK GYPSUM PANELS ERROR NOT TO EXCEED 1/2 IN. EXPENSE,ANY SURFACE NOT TO BE PAINTED,BUT SOILED AND ATTRIBUTABLE TO THIS SECTION DUE TO COLLABORATIVE , LLC FLAT TO PREVENT SAGGING. F. USE WHITE,CLEAN GLOVES WHEN HANDLING CEILING MATERIALS. SPILLAGE,MIXING OF MATERIAL OR ANY OTHER CAUSE. 1.04 PROJECT CONDITIONS 3.03 HANGERS ARCHITECTURE I URBAN DESIGN A. ENVIRONMENTAL LIMITATIONS: COMPLY WITH ASTM C 840 REQUIREMENTS OR GYPSUM BOARD A. LOOPING OVER BOTTOM WEB OF JOISTS AND TWIST FREE END THREE TIMES AROUND HANGER. END OF SECTION 099000 PLANNING I INTERIORS MANUFACTURER'S WRITTEN RECOMMENDATIONS,WHICHEVER ARE MORE STRINGENT. B. SECURE HANGERS TO METAL DECK BY LOOPING THROUGH STAMPED HANGER TABS IN DECKING,AND TWISTING FREE ENDS THREE TIMES AROUND WIRE. 10489 SOUTHWEST MEETING ST 2.01 MANUFACTURERS C. LOCATE HANGERS TO ADEQUATELY SUPPORT CEILING SYSTEM AND OTHER SUSPENDED FIXTURES. TRADITION, A.US GYPSUM D. WHERE SIZE OF DUCTS PREVENTS STANDARD SPACING OF HANGERS,PLACE MAIN RUNNERS CLOSER SECTION 10 06 10.16 INTERIOR SIGNAGE PORT ST.LUCIE,FL 34987 B.LA FARGE OGETHER TO PROVIDE BETTER SPANNING ABILITY;WHERE THIS CANNOT BE ACCOMPLISHED,PROVIDE TEL.(772)286 9004 C.NATIONAL GYPSUM COMPANY TWO INCH HOT ROLLED STEEL CHANNEL SPACED AS REQUIRED,SUSPENDED AT EACH SIDE OF DUCT TO ALL SIGNAGE SHALL CONFORM TO FEDERAL ADA REQUIREMENTS AND 2017 6TH EDITION FLORIDA BRIDGE DUCT TO ALLOW STANDARD SPACING OF HANGERS. BUILDING CODE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. WV1/W.ADC-ARCHITECTS.NET 2.02 STEEL FRAMING E. PROVIDE ADDITIONAL HANGERS AT GRID MEMBERS SUPPORTING LIGHT FIXTURES.LOCATE ADDITIONAL INTERIOR SIGNAGE OF THE FOLLOWING TYPES: A. STEEL FRAMING,GENERAL: COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED. HANGERS WITHIN 6 INCHES OF FIXTURE CORNERS SO THAT GRID MEMBERS REMAIN RIGID AND LEVEL 1.ADA COMPLIANT INTERIOR ROOM IDENTIFICATION SIGNAGE 1 SIGN PER DOOR REGISTRATIONS HELD IN THE FOLLOWING STATES: 1.STEEL SHEET COMPONENTS: METAL COMPLYING WITH ASTM C 645 REQUIREMENTS. AFTER FIXTURES ARE INSTALLED 2.INTERIOR SIGNAGE PLAQUE MODULES PROVIDE 6 MODULES FOR DONOR RECOGNITION. CALIFORNIA,COLORADO, FLORIDA A. PROTECTIVE COATING: GEORGIA,NORTH CAROLINA 1)INTERIOR APPLICATIONS:MANUFACTURER'S STANDARD CORROSION- 3.04 SUSPENSION SYSTEM ICC/ANSI A117.1-ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES;1998. MISSISSIPPI,TEXAS RESISTANT ZINC COATING. A. INSTALL IN ACCORD WITH ASTM C636.INSTALL SUSPENSION SYSTEM TO A TOLERANCE OF 1/8 INCH IN 12 USATBCB-AMERICANS WITH DISABILITIES ACT(ADA),ACCESSIBILITY GUIDELINES FOR BUILDINGS AND A 2)EXTERIOR APPLICATIONS:ASTM A 653/A 653M,G60 HOT- DIP GALVANIZED ZINC FEET. FACILITIES(ADAAG). ARCHITECTURE COATING. B. SUPPORT MAIN RUNNERS DIRECTLY FROM HANGERS;DO NOT BEAR ON WALLS AND PARTITIONS. SUBMITTALS:SUBMIT UNDER PROVISIONS OF THE CONTRACT GENERAL CONDITIONS. B. SUSPENDED CEILING AND SOFFIT FRAMING: C. STRUTS:IN FIRE RATED CEILING ASSEMBLIES,IN ADDITION TO HANGERS,INSTALL ONE STRUT FOR INCLUDING: URBAN DESIGN 1.TIE WIRE:ASTM A 641/A 641M,CLASS 1 ZINC COATING,SOFT TEMPER,0.0625-INCH EACH64 SQUARE FEET OF CEILING AREA. ATTACH STRUTS TO OVERHEAD STRUCTURE AND MAIN RUNNERS. MANUFACTURER'S DESCRIPTIVE LITERATURE. DIAMETER WIRE,OR DOUBLE STRAND OF 0.0475-INCH-DIAMETER WIRE. D. INSTALL ANGLE MOULDING AS INDICATED AT PERIMETERS OF ACOUSTICAL PANEL CEILINGS IN ACCORD INSTALLATION METHODS. PLANNING INTERIORS 2.HANGER ATTACHMENTS TO CONCRETE: WITH THE FOLLOWING: SHOP DRAWINGS:LIST SIGN STYLES,LETTERING,LOCATIONS AND DIMENSIONS OF EACH A. ANCHORS: FABRICATED FROM CORROSION-RESISTANT MATERIALS WITH HOLES OR LOOPS FOR 1.AT METAL STUD AND METAL FURRED AREAS,SECURE MOULDINGS WITH SELF-TAPPING INTERIOR SIGN. ATTACHING HANGER WIRES AND CAPABLE OF SUSTAINING,A LOAD EQUAL TO FIVE TIMES THAT IMPOSED SHEET METAL SCREWS DRIVEN INTO STUDS OR FURRING AT 24 INCHES ON CENTER MAXIMUM. SELECTION SAMPLES: FOR EACH FINISH PRODUCT SPECIFIED,TWO COMPLETE SETS OF COLOR CHIPS THESE DRAWINGS ARE INSTRUMENTS Or SERVICE. BY CONSTRUCTION AS DETERMINED BY TESTING ACCORDING TO ASTM E 488 BY AQUALIFIED 2.AT CONCRETE AREAS AND MASONRY AREAS SECURE MOULDINGS WITH SCREWS IN REPRESENTING MANUFACTURER'S FULL RANGE OF AVAILABLE COLORS AND PATTERNS.VERIFICATION ARCHITECTS S DESIGN COLLABORATIVE, LLC HEREBYOTHER INDEPENDENT TESTING AGENCY. ACCEPTED SHIELDS AT 24 INCHES ON CENTER MAXIMUM PRESERVES ITS COMMON LAW ANCOPYRIGHTEAND OTHER 1 TYPE: CAST-IN-PLACE ANCHOR,DESIGNED FOR ATTACHMENT TO CONCRETE FORMS. E.INSTALL MITER MOULDING AT BREAKS IN ACOUSTICAL PANEL CEILINGS.SECURE WITH POP SAMPLES: TWO FULL SIZE SAMPLES,REPRESENTING TYPE,STYLE AND COLORS INCLUDING METHOD OF PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, B. POWDER-ACTUATED FASTENERS:FABRICATED FROM CORROSION-RESISTANT MATERIALS,WITH CLIPS BLIND RIVETS TO SUSPENDED TEES. ATTACHMENT PLANS, SPECIFICATIONS, IDEAS. STAND IDEAS ARE OR OTHER DEVICES FOR ATTACHING HANGERS CAPABLE OF SUSTAINING,A LOAD EQUAL TO TEN(10) PROJECT CONDITINS NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN O TIMES THAT IMPOSED BY CONSTRUCTION AS DETERMINED BY TESTING ACCORDING TO ASTM E 1190 BY A 3.05 ACOUSTICAL PANELS MAINTAIN ENVIRONMENTAL CONDITIONS(TEMPERATURE,HUMIDITY,AND VENTILATION)WITHIN LIMITS APPROVAL OF ARCHITECT. QUALIFIED INDEPENDENT TESTING AGENCY. A. ACCURATELY FIT ACOUSTICAL PANELS IN SUSPENSION SYSTEM.CUT PANELS AS REQUIRED TO FIT RECOMMENDED BY MANUFACTURER FOR OPTIMUM RESULTS. DO NOT INSTALL PRODUCTS UNDER THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN 3.WIRE HANGERS:ASTM A 641/A 641 M,CLASS 1 ZINC COATING,SOFT TEMPER,0.162-INCH ABUTTING SURFACES. ENVIRONMENTAL CONDITIONS OUTSIDE MANUFACTURER'S ABSOLUTE LIMITS. DIMENSIONS SHALL INGER N). SANYPECIFICATIONS FICATION A DIAMETER. B. AT CEILING BREAKS,SECURE PANELS IN VERTICAL GRID MEMBERS WITH SPRING TYPE HOLD DOWN BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND BETWEEN THEM AND FIELD CONDITIONS SHALL BE 4.ROD HANGERS: ASTM A 510(ASTM A 510M),MILD CARBON STEEL,1/4-INCH DIAMETER WITH CLIPS. ACCEPTABLE MANUFACTURER:INTERFACE ARCHITECTURAL SIGNAGE,INC. RESOLVED IN WRITING THIRD THIS OFFICE (772) 286 PROTECTIVE COATING:ASTM A 153/A 153M,HOT-DIP GALVANIZED. C. INSTALL ACOUSTICAL PANELS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED SIGNATURE SERIES. 9004.THESE PLANS ARE NOT TO BE SUBMITTED FOR 5.CARRYING CHANNELS:COLD-ROLLED,COMMERCIAL-STEEL SHEET WITH A BASE METAL INSTRUCTIONS. PLAQUE MODULES:FLUSH MODULAR FRAMES WITH FLUSH MODULAR INSERTS. PERMIT UNLESS SIGNED & SEALED BY ARCHITECT, THICKNESS OF 0.0538 INCH,A MINIMUM 1/2-INCH-WIDE FLANGE,AND IN DEPTH INDICATED. MODULE:STYLE/OVERALL SIZE:MODULE 3.7;2.25 BY 7 INCHES(57 BY 177 MI 6.FURRING CHANNELS(FURRING MEMBERS): 3.06 CLEANING LETTER COLOR:BY ARCHITECT A. COLD ROLLED CHANNELS:0.0538-INCH BARE STEEL THICKNESS,WITH MINIMUM 1/2-INCH- A. PROTECT THE WORK OF OTHER TRADES AND WORK OF THIS SECTION ALREADY INSTALLED AGAINST SIGN COLOR:BY ARCHITECT WIDE FLANGE,3/4 INCH DEEP. SOILING AND DAMAGE.REPAIR OR REPLACE ANY WORK SO DAMAGED OR SOILED. CORNERS:RADIUS OF F� B. STEEL STUDS: ASTM C 645,IN DEPTH INDICATED. MOUNTING:FLAT SURFACE MOUNT '�� O 1)MINIMUM BASE METAL THICKNESS:0.0179 INCH.WITH DEPTH OF 1-5/8 INCHES,2-1/2 INCHES, END OF SECTION 095100 ADA OPTIONS:BRAILLE TO COMPLY �Q. e e `'9�0 3-5/8 INCHES,6 INCHES. .9 7.HAT-SHAPED,RIGID FURRING CHANNELS:ASTM C 645,7/8 INCH DEEP CONSTRUCTION GENERAL: A.MINIMUM BASE METAL THICKNESS:INTERIOR INCH. SECTION 09 65 16-09 65 19 VINYL PLANK FLOORING PLAQUES AND SECONDARY DIRECTORIES:ROUTED 1/8 INCH(3 MM)THICK STYRENE BACKPLATE WITH A Raul Ocampo.JR 8.GRID SUSPENSION SYSTEM FOR INTERIOR CEILINGS: ASTM C 645,DIRECT-HUNG SYSTEM LASER CUT 1/16 INCH(1.6 MM)THICK NON-GLARE ACRYLIC POLISHED EDGE FACEPLATE.FACEPLATE IS COMPOSED S: MAIN BEAMS AND CROSS-FURRING MEMBERS THAT INTERLOCK. MATERIAL&INSTALLATION OF VINYL PLANK FLOORING BY PATRIOT OVER MOISTURE RESISTANT PERFECT REVERSE SCREENED USING NAZDAR 9700 SERIES SCREEN PRINT INK.BACKPLATE IS ASSEMBLED TO THE o b * o A.PRODUCTS:SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE ONE OF THE MAT UNDERLAYMENT IN THOSE AREAS IDENTIFIED IN THE CONTRACT DOCUMENTS. INSTALLATION SHALL FACEPLATE WITH 3M VHB DOUBLE SIDED FOAM TAPE.05 INCH(1.3 MM)THICK IN VARIOUS WIDTHS. AR 6897 FOLLOWING: BE IN ACCORDANCE WITH MFR'S INSTRUCTIONS AND RECOMMENDATIONS,BY APPROVED INSTALLERS. 1)ARMSTRONG WORLD INDUSTRIES,INC.;FURRING SYSTEMS/DRYWALL WALL MOUNTS,DOOR BANDS AND DOOR TAGS REVERSE PAINTED 1/16 INCH(1.6 MM)THICK NON-GLARE 06/25/2021 � 2)CHICAGO METALLIC CORPORATION LASER CUT ACRYLIC WITH POLISHED EDGE.PAINTED WITH MATTHEWS ACRYLIC POLYURETHANE PAINTS. V STYLE:LINWOOD WATERPROOF SERIES PLANK �1 c�li 2.03 STEEL PARTITION AND SOFFIT FRAMING COLOR:SELECTED FROM MFR'S STANDARD COLORS LAMINATED ON THE REVERSE SIDE WITH 1 MIL CLEAR POLYESTER OVER LAMINATING FILM WITH q(, \` A. COMPONENTS ADHESIVE.SURFACE APPLIED HIGH PERFORMANCE VINYL COPY. FRED A``-� 1.COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED. PLANK:SIZE 6"X48"5.5 MM 12 MIL WEAR LAYER VIRGIN PVC 4-SIDED MICRO BEVEL EXTRUDED CORE WITH MOUNTS: 2.STEEL SHEET COMPONENTS: COMPLYING WITH ASTM C 645 REQUIREMENTS FOR METAL AND 900LB.PSI UNICLIC LOCKING STRUCTURE WARRANTY:LIFETIME WATER PROOF WARRANTY:LIFETIME STANDARD PERPENDICULAR MOUNT:FRAMES:CNC ROUTED 1/8 INCH(3 MM)THICK STYRENE BACKPLATE WITH MANUFACTURER'S STANDARD CORROSION-RESISTANT ZINC COATING. RESIDENTIAL WARRANTY:30 YEAR COMMERCIAL WARRANTY:7 YEARS FLOOR SCORE CERTIFIED NO WITH A LASER CUT 1/16 INCH(1.6 MM)NON-GLARE ACRYLIC POLISHED EDGE FACEPLATE.FACEPLATE IS TRANSITIONS NEEDED IN DOORWAYS SUBMIT SAMPLES OF ENTIRE LINE FOR SELECTION. REVERSE SCREENED USING NAZDAR 9700 SERIES SCREEN PRINT INK.BACKPLATE IS ASSEMBLED TO . B. STEEL STUDS AND RUNNERS: ASTM C 645. FACEPLATE WITH 3M VHB DOUBLE SIDED TAPE OF APPROXIMATELY.05 INCH(1.3 MM)THICKNESS IN 1.MINIMUM BASE METAL PARTITIONS B E 10' FOR STUD PARTITIONS UNDER 10'0"IN GENERAL GUIDELINES ALL INSTRUCTIONS AND RECOMMENDATIONS: VARIOUS WIDTHS.MOUNTING INCLUDES T-SHAPED ALUMINUM EXTRUSION PAINTED BLACK AND R-TITE REVISIONS: HEIGHT,20 GA.FOR STUD PARTITIONS ABOVE 10'0"IN HEIGHT RIVETS OR POST BINDING SCREWS. C. DEEP-LEG DEFLECTION TRACK: ASTM C 645 TOP RUNNER WITH 2-INCH-DEEP FLANGES. INSTALL IN INDOOR CLIMATE CONTROLLED LOCATIONS BETWEEN 65°-850F. VINYL INSERTS AND MAIN DIRECTORY STRIPS: D. PROPRIETARY DEFLECTION TRACK: STEEL SHEET TOP RUNNER MANUFACTURED PREVENT ACCLIMATE IN THE CLIMATE CONTROLLED LOCATION FOR 48 HOURS BEFORE STARTING INSTALLATION. MAIN DIRECTORY STRIPS:ROUTED 1/16 INCH(1.6 MM)THICK STANDARD GRADE LAMINATE OR LASER CUT No. Description Date CRACKING OF GYPSUM BOARD APPLIED TO INTERIOR PARTITIONS RESULTING FROM DEFLECTION OF 1/16 INCH(1.6 MM)THICK BACK SPRAYED ACRYLIC USING MATTHEWS POLYURETHANE ACRYLIC PAINTS STRUCTURE ABOVE. ONLY INSTALL AFTER THE JOBSITE HAS BEEN CLEANED AND CLEARED OF DEBRIS THAT COULD WITH SURFACE APPLIED HIGH PERFORMANCE VINYL COPY.ACRYLIC STRIPS ARE LAMINATED ON THE 1.ACCEPTABLE PRODUCTS: POTENTIALLY DAMAGE A FINISHED PLANK INSTALLATION. REVERSE SIDE WITH 1 MIL CLEAR POLYESTER OVER LAMINATING FILM.STRIPS HAVE 1/2 INCH(12.5 MM)OR A.DELTA STAR,INC.,SUPERIOR METAL TRIM:SUPERIOR FLEX TRACK SYSTEM(SFT). 3/4 INCH(102 MM)WIDE BLACK MAGNETIC TAPE APPLIED TO BACK FOR MOUNTING. B.METAL-CITE,INC.;SLOTTED TRACK. DURING TILE INSTALLATION,MIX AND INSTALL PLANKS FROM SEVERAL DIFFERENT CARTONS TO MINIMIZE E. PROPRIETARY FIRE-STOP TRACK: SHADE VARIATION INNERDOT:1/16 INCH(1.6 MM)DIAMETER CLEAR ACRYLIC RASTER PLACED IN WHOLES DRILLED TO 1/32 1.ACCEPTABLE PRODUCTS INCH(.08 MM)DEEP IN FACEPLATE.RAISED CHARACTERS ARE 1/32 INCH(.08 1 STYRENE OR 1/32 INCH AOFIRE TRAK CORP.;FIRE TRAK THE FINISHED DRI BACK VINYL PLANK AND TILE INSTALLATION SHALL BE PROTECTED FROM EXPOSURE TO (.08 MM)THICK SIGN PRODUCTS MOLDED PLASTIC LETTERS PAINTED WITH MATTHEWS POLYURETHANE B.METMETAL-CITE,INC.;THE SYSTEM. DIRECT SUNLIGHT. ACRYLIC PAINTS DEPENDING ON COLOR.CHARACTERS ADHERED TO FACEPLATE WITH IPS WELD-ON#4. F. FLAT STRAP AND BACKING PLATE:STEEL SHEET FOR BLOCKING AND BRACING TO SUPPORT WALL SINGLE UNITS:PROCESSED PHOTOPOLYMER,.035 INCH(.08 MM)THICK ON.024 INCH(.04 1 THICK SUPPORTED EQUIPMENT. SUBFLOOR PREPARATION: ALUMINUM BACKER,HAND ROUTED TO SIZE. SURFACE IS PRIMED WITH PPG EPDXY PRIMER AND PAINTED 1.PED,RIM BASE METAL THICKNESS: .I C 457,14 GA. ALL SUBFLOOR AND UNDERLAYMENT PATCHING MUST BE DONE WITH A NON-SHRINKING,WATER WITH MATTHEWS POLYURETHANE ACRYLIC PAINT. RAISED AREAS OF THE PAINTED PHOTOPOLYMER ARE G. HAT-SHAPED,RIGID FURRING CHANNELS:ASTM C 645. RESISTANT PORTLAND CEMENT PATCHING COMPOUND. SCREENED WITH NAZDAR SYSTEM 2 SCREEN PRINT INK. FINISHED SINGLE UNIT FACE IS ATTACHED TO 1/8 1.MINIMUM BASE METAL THICKNESS: 0.209 INCH. INCH(3 MM)THICK BLACK STYRENE BACKPLATE OF THE SAME SHAPE WITH 3M ISOTEC ADHESIVE. 2.DEPSC E INCH,1 C INCHES. CONCRETE SUBFLOOR:CONCRETE SUBFLOORS MUST BE DRY,SMOOTH AND FREE FROM DUST,SOLVENT, B. STEEL DRILL SCREWS:ASTM L ING UNLESS OTHERWISE INDICATED. PAINT,WAX,GREASE,OIL,ASPHALT SEALING COMPOUNDS AND OTHER EXTRANEOUS MATERIALS.THE STANDARD MOUNTING SYSTEMS: FROM SCREWS COMPLYING WITH ASTM C 954 FOR FASTENING PANELS TO STEEL MEMBERS SURFACE MUST BE HARD AND DENSE,AND FREE FROM POWDER OR FLAKING.NEW CONCRETE SLABS PARTITION CLIPS U-SHAPED 1/8 INCH(3 MM)THICK CLEAR ACRYLIC CUT AND SHAPED TO CUSTOMERS' FROM FASTENING NI 0. C12 INCH THICK. MUST BE THOROUGHLY DRY(AT LEAST SIX WEEKS)AND COMPLETELY CURED. SPECIFICATIONS. 2.FOR FASTENING CEMENTITIOUS BACKER UNITS,USE SCREWS AS RECOMMENDED BY PANEL MANUFACTURER. THE FINAL RESPONSIBILITY FOR DETERMINING IF THE CONCRETE IS DRY ENOUGH FOR INSTALLATION OF END OF SECTION 10 06 10.16 3.01 NON-LOAD-BEARING STEEL FRAMING INSTALLATION THE FLOORING LIES WITH THE FLOOR COVERING INSTALLER.HOLES,GROOVES,EXPANSION JOINTS AND A. GENERAL: COMPLY WITH ASTM C 754,AND ASTM C 840 REQUIREMENTS THAT APPLY TO FRAMING OTHER DEPRESSIONS MUST BE FILLED WITH A PORTLAND CEMENT-BASED UNDERLAYMENT AND INSTALLATION. TROWELED SMOOTH AND FEATHERED EVEN WITH THE SURROUNDING SURFACE. 1.WHERE STUDS ARE INSTALLED DIRECTLY AGAINST EXTERIOR WALLS,INSTALL ISOLATION STRIP BETWEEN STUDS AND WALL. END OF SECTION 09 65 16-09 65 19 2.EXTEND PARTITION FRAMING FULL HEIGHT TO STRUCTURAL SUPPORTS OR SUBSTRATES B ABOVE SUSPENDED CEILINGS,EXCEPT WHERE PARTITIONS ARE INDICATED TO TERMINATE AT SUSPENDED CEILINGS. CONTINUE FRAMING OVER FRAMES FOR DOORS AND OPENINGS AND VV FRAME AROUND DUCTS PENETRATING PARTITIONS ABOVE CEILING TO PROVIDE SUPPORT FOR SECTION 09900 PAINTING GYPSUM BOARD. 35RAME DOOR OPENINGS TO COMPLY WITH GA-600 AND WITH GYPSUM BOARD 1.01 DESCRIPTION OF WORK MANUFACTURER'S APPLICABLE WRITTEN RECOMMENDATIONS,UNLESS OTHERWISE A. PROVIDE PAINTING AND FINISHING WORK THROUGHOUT INTERIOR AND EXTERIOR OF PROJECT AS D I it I ly signed by Raul Oca m po, INDICATED. SCREW VERTICAL STUDS AT JAMBS TO JAMB ANCHOR CLIPS ON DOOR FRAMES; INDICATED AND SCHEDULED ON THE MATERIAL AND COLOR SCHEDULE. INSTALL RUNNER TRACK SECTION(FOR CRIPPLE STUDS)AT HEAD AND SECURE TO JAMB STUDS. B. EXAMINE CONTRACT DOCUMENTS TO DETERMINE FULL EXTENT OF PAINTING AND FINISHING WORK A.INSTALL TWO STUDS AT EACH JAMB,UNLESS OTHERWISE INDICATED. REQUIRED. MATERIALS PROVIDED UNDER OTHER SECTIONS THAT NEED PAINTING OR FINISHING,SHALL BE J r. B.EXTEND JAMB STUDS THROUGH SUSPENDED CEILINGS AND ATTACH TO UNDERSIDE OF PAINTED AND FINISHED TO UNDER WORK OF THIS SECTION,UNLESS SPECIFICALLY SCHEDULED HEREIN TO FLOOR OR ROOF STRUCTURE ABOVE. BE LEFT UNFINISHED. 45RAME OPENINGS OTHER THAN DOOR OPENINGS THE SAME AS REQUIRED FOR DOOR C. PREPARATORY WORK OF SURFACES TO RECEIVE PAINT SHALL BE INCLUDED AS WORK OF THIS D : c =Ra u I Oca m po, Jr., o= DC OPENINGS,UNLESS OTHERWISE INDICATED. INSTALL FRAMING BELOW SILLS OF OPENINGS SECTION. TO MATCH FRAMING REQUIRED ABOVE DOOR HEADS. Arch' ects, ou-AR 6897, B. Z-FURRING MEMBERS: ERECT INSULATION VERTICALLY AND HOLD IN PLACE WITH Z-FURRING 1.02 SUBMITTALS MEMBERS. 1.UNTIL GYPSUM BOARD IS INSTALLED,HOLD INSULATION IN PLACE WITH 10-INCH STAPLES A. SUBMIT FOR REVIEW,PRODUCT DATA,INCLUDING PAINT LABEL ANALYSIS AND APPLICATION e a i I ro@C-04--a rc h itects.n et INSTRUCTIONS,VOC INFORMATION FOR EACH PRODUCT PROPOSED. FABRICATED FROM 0.0625-INCH-DIAMETER,TIE WIRE AND INSERTED THROUGH SLOT IN WEB B. A MINIMUM OF 15 DAYS PRIOR TO INITIATING THIS WORK,SUBMIT TO ARCHITECT FOR COLOR r T OF MEMBER. SELECTION AND REVIEW,MANUFACTURER'S FULL RANGE OF STANDARD COLOR CHIPS(COLORS SELECTED c- S �..� C. ON PARTITIONS/WALLS,APPLY GYPSUM PANELS VERTICALLY UNLESS OTHERWISE INDICATED OR BY ARCHITECT MAY NOT NECESSARILY BE MANUFACTURER'S STANDARD COLORS). REQUIRED BY FIRE-RESISTANCE-RATED ASSEMBLY,AND MINIMIZE END JOINTS. Date: 02 1 .66-119 16:34:47 -04 0 1.STAGGER ABUTTING END JOINTS NOT LESS THAN ONE FRAMING MEMBER IN ALTERNATE 1.03 QUALITY ASSURANCE COURSES OF BOARD. A. PREPARATION AND WORKMANSHIP: COMPLY WITH REQUIREMENTS IN"MPI ARCHITECTURAL PAINTING T� 2.AT STAIRWELLS AND OTHER HIGH WALLS,INSTALL PANELS HORIZONTALLY,UNLESS SPECIFICATION MANUAL"FOR PRODUCTS AND PAINT SYSTEMS INDICATED. v 1 OTHERWISE INDICATED OR REQUIRED BY FIRE-RESISTANCE-RATED ASSEMBLY. B. SOURCE: PROVIDE PRIMERS AND UNDERCOAT PAINT PRODUCED BY SAME MANUFACTURER OF FINISH L� D. ON Z-FURRING MEMBERS,APPLY GYPSUM PANELS VERTICALLY(PARALLEL TO FRAMING)WITH NO END COATS FOR EACH SUBSTRATE. l� JOINTS.LOCATE EDGE JOINTS OVER FURRING MEMBERS. C. MOCK-UPS: PRIOR TO COMMENCING WORK OF THIS SECTION,PROVIDE 100 SO.FT.MOCK-UPS OF ' \ E. SINGLE-LAYER FASTENING METHODS: APPLY GYPSUM PANELS TO SUPPORTS WITH STEEL DRILL EACH COLOR,PAINT SYSTEM,AND SUBSTRATE AT LOCATIONS ACCEPTABLE TO THE ARCHITECT. V SCREWS. D. MAINTAIN INDOOR TEMPERATURE AT MINIMUM 650 F DURING APPLICATION AND DRYING OF PAINTS. w F. MULTILAYER FASTENING METHODS:FASTEN BASE LAYERS AND FACE LAYERS SEPARATELY TO SUPPORTS WITH SCREWS. 1.04 MAINTENANCE PAINT G. EXTERIOR CEILINGS AND SOFFITS: APPLY EXTERIOR GYPSUM PANELS WITH END JOINTS STAGGERED A. FURNISH OWNER WITH ADDITIONAL THREE-PERCENT(3%),BUT NOT LESS THAN ONE(1)GALLON OF w AND LOCATED OVER SUPPORTS AND FASTEN WITH CORROSION-RESISTANT SCREWS. EACH MATERIAL AND COLOR APPLIED. W h� H. TILE BACKING PANELS: r 1.WATER-RESISTANT GYPSUM BACKING BOARD: INSTALL WITH 1/4-INCH GAP WHERE PANELS 1.05 DELIVERY,STORAGE,AND HANDLING `./ 00 ABUT OTHER CONSTRUCTION OR PENETRATIONS. co 2.CEMENTITIOUS BACKER UNIT APPLICATION: ANSI A108.11. A. DELIVER MATERIALS TO PROJECT SITE IN MANUFACTURER'S ORIGINAL,UNOPENED PACKAGES AND O �1 CONTAINERS. �J ch 3.02 FINISHING 1.06 SPECIAL PROTECTION J A. TREAT GYPSUM BOARD JOINTS,INTERIOR ANGLES,EDGE TRIM,CONTROL JOINTS,PENETRATIONS, LL FASTENER HEADS,SURFACE DEFECTS,AND ELSEWHERE AS REQUIRED TO PREPARE GYPSUM BOARD A. USE ALL MEANS NECESSARY TO PROTECT PAINT MATERIALS BEFORE,DURING AND AFTER APPLICATION SURFACES FOR FINISHING. AND TO PROTECT THE INSTALLED WORK AND MATERIALS OF ALL OTHER TRADES. O �( LLJ 1.PRE-FILL OPEN JOINTS,ROUNDED OR BEVELED EDGES,AND DAMAGED SURFACE AREAS. 2.01 PAINT,MATERIALS ` C) 2.APPLY JOINT TAPE OVER GYPSUM BOARD JOINTS,EXCEPT THOSE HAVING FLANGES NOT A. VOC CONTENT OF FIELD-APPLIED INTERIOR PAINTS AND COATINGS: PROVIDE PRODUCTS THAT H J INTENDED FOR TAPE COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT(THESE REQUIREMENTS DO NOT APPLY TO 3.GLASS-MAT GYPSUM SHEATHING BOARD:FINISH ACCORDING TO MANUFACTURER'S WRITTEN PAINTS AND COATINGS THAT ARE APPLIED IN A FABRICATION OR FINISHING SHOP): [� INSTRUCTIONS FOR USE AS EXPOSED SOFFIT BOARD. 1.FLAT PAINTS,COATINGS,AND PRIMERS: VOC CONTENT OF NOT MORE THAN 50 GI 'v\ 4.GLASS-MAT,WATER-RESISTANT BACKING PANELS:FINISH ACCORDING TO MANUFACTURER'S 2.NONFLAT PAINTS,COATINGS,AND PRIMERS: VOC CONTENT OF NOT MORE THAN 150 GI /( cz WRITTEN INSTRUCTIONS. 3.CANTI-CORROSIVE AND ANTI-RUST PAINTS APPLIED TO FERROUS METALS: VOC NOT MORE ` B. CEMENTITIOUS BACKER UNITS: FINISH ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. THAN 250 GI �I f T O 0- 4.FLOOR COATINGS: VOC NOT MORE THAN 100 GI 1-�-�I i-�I END OF SECTION 092116 5.SHELLACS,CLEAR: VOC NOT MORE THAN 730 GI O �7-ILij 6.SHELLACS,PIGMENTED: VOC NOT MORE THAN 550 GI LL O > 7.AROMATIC COMPOUNDS: PAINTS AND COATINGS SHALL NOT CONTAIN MORE THAN 1.0 U) 0 PERCENT BY WEIGHT OF TOTAL AROMATIC COMPOUNDS(HYDROCARBON COMPOUNDS CONTAINING ONE OR MORE BENZENE RINGS). z Ir SECTION 095100 ACOUSTICAL CEILINGS 8.RESTRICTED COMPONENTS: PAINTS AND COATINGS SHALL NOT CONTAIN ANY OF THE LLI W FOLLOWING: z 1.01 QUALITY ASSURANCE A.ACROLEIN,ACRYLONITRILE,ANTIMONY,BENZENE,BUTYL BENZYL PHTHALATE,CADMIUM,DI LLI A. COMPLY WITH GOVERNING LAWS AND BUILDING CODES AS WELL AS TO CISCA HANDBOOK AND ASTM C (2-ETHYLHEXYL)PHTHALATE,DI-N-BUTYL PHTHALATE,DI-N-OCTYL PHTHALATE,1,2- ' \ C)_ 636. DICHLOROBENZENE,DIETHYL PHTHALATE,DIMETHYL PHTHALATE,ETHYLBENZENE, O V c' FORMALDEHYDE,HEXAVALENT CHROMIUM,ISOPHORONE,LEAD,MERCURY,METHYL ETHYL U c�NI 1.02 TESTS KETONE,METHYL ISOBUTYL KETONE,METHYLENE CHLORIDE,NAPHTHALENE,TOLUENE 0 0 (0 B. BURNING CHARACTERISTICS:PROVIDE MATERIALS WHOSE SURFACE BURNING CHARACTERISTICS, (METHYLBENZENE).1,1,1-TRICHLOROETHANE,VINYL CHLORIDE. W WHEN TESTED IN COMPLIANCE WITH ASTM E 84 ARE CLASS A. B. COLORS: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. () (n U 1.03 SHOP DRAWINGS 2.02 MANUFACTURERS A. SUBMIT MANUFACTURERS PRODUCT DATA IN ACCORDANCE WITH CONTRACT DOCUMENTS. 1. PPG INDUSTRIES,INC.(PITTSBURGH PAINTS)(412)434-3131)WWW.PPG.COM. g B. CLEARLY INDICATE SPECIFIC PRODUCTS FOR USE IN EACH ROOM OR SPACE. 2. BENJAMIN MOORE&CO.(BENJAMIN MOORE)(888)236-6667 W W W.BENJAMINMOORE.COM z a O LO 3. SHERWIN WILLIAMS CO.(SHERWIN-WILLIAMS)(216)566 OOO.WWW.SHERWINWILLIAMS.COM co ^ 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING A. MATERIAL COMPATIBILITY: PROVIDE BLOCK FILLERS,PRIMERS,AND FINISH-COAT MATERIALS THAT ARE C..) < 00 2 I A. DELIVER MATERIALS IN ORIGINAL PACKAGES,BEARING MANUFACTURER'S NAME,BRAND NAMES,TYPE COMPATIBLE WITH ONE ANOTHER AND WITH THE SUBSTRATES INDICATED. Q -O v OF MATERIAL. v B. STORE MATERIALS IN VENTILATED INTERIOR SPACES,ABOVE FLOORS,UNDER COVER,AWAY FROM 3.01 PRIMING co ANY DAMP SURFACES. A. SHOP PRIMED SURFACES NEED NOT RECEIVE AFIELD PRIME COAT,EXCEPT FOR TOUCH-UP WHERE NECESSARY. FEATHER OUT EDGES TO MAKE TOUCH-UP PAINT INCONSPICUOUS. DWG IDENTIFICATION 2.01 SUSPENSION SYSTEM B. REMOVE ALL RUST,SCALE AND LOOSE SHOP PAINT FROM METALWORK BY WIRE BRUSHING OR A. SUSPENSION SYSTEM:PROVIDE MANUFACTURERS COMMERCIAL QUALITY COLD-ROLLED,ELECTRO- SANDING AND PRIME BASE METAL BEFORE PROCEEDING WITH FINISH COATS. N GALVANIZED STEEL GRID SYSTEM,COMPLYING WITH ASTM C 635 FOR"INTERMEDIATE-DUTY SYSTEM". C. SPOT PRIME ALL EXPOSED SCREW HEADS,NAILS AND OTHER METALS WHICH ARE TO BE PAINTED 31 PROVIDE GRID MODULES TO MATCH CEILING PANEL SIZES.PROVIDE MANUFACTURER'S STANDARD WHITE WITH EMULSION PAINTS,USING A PRIMER RECOMMENDED BY THE MANUFACTURER OF THE PAINT SYSTEM. GENERAL NOTES a BAKED ENAMEL FINISH ON EXPOSED SURFACES 9/16 INCH GRID FACE UNLESS OTHERWISE INDICATED. c' 1.CHICAGO METALLIC CORPORATION 3.02 APPLICATION Y`o 2.USG INTERIORS,INC. A. APPLY PAINT EVENLY,UNDER ADEQUATE ILLUMINATION,FREE FROM SAGS,RUNS,HOLIDAYS,CRAWLS AND DATA 3: 3.NATIONAL ROLLING MILLS AND OTHER DEFECTS. c� 4.TECHNICAL CEILING SYSTEMS B. APPLY EACH COAT OF PAINT AT PROPER CONSISTENCY AS RECEIVED FROM CONTAINER AND BRUSH B. ATTACHMENT DEVICES:PROVIDE ATTACHMENT DEVICES SIZED FOR FIVE TIMES DESIGN LOAD OUT WELL TO SHOW A MINIMUM OF BRUSH MARKS. c INDICATED BY ASTM C 635,TABLE 1,FOR DIRECT HUNG. C. DO NOT EXCEED AVERAGE RATE OF COVERAGE RECOMMENDED BY PAINT MANUFACTURER. MINIMUM ci C. HANGER WIRE:ASTM A 641,GALVANIZED,SOFT TEMPER,PRESTRETCHED,CLASS 1 COATING, MINIMUM DRY FILM THICKNESS PER COAT SHALL NOT BE LESS THAN THAT RECOMMENDED BY MANUFACTURER. DRAWN TR/ST DATE: CHECKED 12 GAGE.SIZE WIRE SO THAT STRESS AT THREE TIMES HANGER DESIGN LOAD GIVEN IN ASTM C 635, D. REFINISH A WHOLE WALL WHERE A PORTION OF FINISH HAS BEEN DAMAGED OR IS UNSATISFACTORY, BY: BY: o TABLE 1,DIRECT HUNG,WILL BE LESS THAN THE YIELD STRESS OF THE WIRE. DUE TO WORK OF THIS SECTION. SO NOT SPOT REFINISH. His DESIGN v D. MOLDINGS AND TRIM:PROVIDE MANUFACTURER'S STANDARD PROFILES TO SUIT EDGE CONDITIONS, E. MINIMUM DRYING TIME SHALL NOT BE LESS THAN THAT RECOMMENDED BY PAINT MANUFACTURER.. DRAINING Designer a PANEL PROFILE AND PENETRATIONS.PROVIDE CUSTOM FABRICATED WORK AS REQUIRED TO PROVIDE F. IF NOT PREFINISHED,SEAL,PRIME AND FINISH TOPS,BOTTOMS,EDGES AND CUTOUTS OF DOORS, HAS DEEN EXACT FIT. INCLUDING CASEWORK DOORS,TO MATCH COLOR OF DOOR SURFACES. THE DATE" CD 06/25/2021 Author -o G. FINISH CLOSETS AND ALCOVES AS SPECIFIED FOR ADJOINING ROOMS. SHOWN & t 2.02 ACOUSTICAL PANELS H. FINISHED WORK SHALL BE UNIFORM AS TO SHEEN,GLOSS,COLOR AND TEXTURE. FOR THE PURPOSE BID Approver v A. PROVIDE ARMSTRONG"DUNE"2X2 ACOUSTIC TILES UNLESS OTHERWISE NOTED. I. KEEP SPRINKLER HEADS FREE OF PAINT. REPLACE PAINT SPATTERED OR COATED SPRINKLER HEADS. NOTED CID� B. HOLD DOWN CLIPS:AT ENTRANCES AND WHERE HOLD DOWN CLIPS ARE REQUIRED,PROVIDE J. REMOVE GRILLES,COVERS AND ACCESS PANELS FOR MECHANICAL AND ELECTRICAL SYSTEMS FROM MANUFACTURER'S STANDARD'HOLD DOWN'CLIP. LOCATION AND PAINT SEPARATELY,IF THESE ITEMS ARE NOT FACTORY FINISHED. PAINT WORK TO MATCH c� ADJACENT WALLS AND CEILINGS,UNLESS DIRECTED OTHERWISE. JOB ME XUMDCRe 3.01 INSPECTION K. PAINT INTERIOR SURFACES OF DUCTS,WHICH ARE VISIBLE THROUGH GRILLES AND LOUVERS,WITH a A. THE INSTALLER SHALL EXAMINE THE EXISTING FIELD CONDITIONS AND NOTIFY CONTRACTOR IN PRIMER AND ONE COAT OF FLAT BLACK METAL PAINT TO LIMIT OF SIGHT LINE. WRITING,OF CONDITIONS DETRIMENTAL TO PROPER COMPLETION OF THE WORK.DO NOT PROCEED WITH L. PAINT BOTH SIDES AND ALL EDGES OF PLYWOOD BACKBOARDS FOR TELEPHONE AND ELECTRICAL 21 -21138 3 WORK UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.BEGINNING WORK MEANS INSTALLER EQUIPMENT BEFORE INSTALLATION OF BACKBOARDS. PAINT CONDUITS,MOUNTING ACCESSORIES AND a ACCEPTS SUBSTRATES AND CONDITIONS. OTHER UNFINISHED ITEMS. a CM CO o 6i N Lp • y N i co N � 1 2 LL: LU STAFF RETREAT ARCHITECTS DESIGN ° LOGGIA ° 123 7" OFFICE 6 OFFICE 7 OFFICE 8 OFFICE 9 BREAK '- COLLABORATIVE , LLC ® EX 68" ❑ ROOM 340-MAX �� ARCHITECTURE I URBAN DESIGN PLANNING I INTERIORS � 10 10489 SOUTHWEST MEETINGST ® _ TRADITION, PORT ST.LUCIE,FL 34987 BUSINESS ® o- TEL.(772)2869004 BOARD FE �� ® www.ADC-ARCHITECTS.NET ROOM REGISTRATIONS HELD IN THE FOLLOWING STATES: WELCOME ° �,T - CAG ORG A,NORTHCAROL NA ® DA ROOM MISSISSIPPI,TEXAS A FAMILY OFFICE 5 II PHYSICAL WAITING ABUSE OFFICE 19 A URBAN DESIGN ' BREEZEWAY RECEPTION OFFICE 10 EXAM ® 77 AREA° FOUNTAIN ° 2 - FE FEATURE COPY/FILES Q 7 G LL Y/ � - � � i THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. ROOM TOILET ° OFFICE 4 MEN 77771 L WOMEN - O ARCHITBCTs DESIGN COLLABORATIVE, LLc HEREBY BIRPRESERVES ITS COMMON LAW COPYRIGHT AND OTHER BR PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, L-'O DESGNS AND IDEAS. THESE RECEPTION EX M PLANS, SPECIFICATIONS, DESIGNS AND IDEAS ARE A NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL OF ARCHITECT. FILES/ BATH OOM18 HESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN 44'-3" ------ STORAGE SHOI�I/EIR DIMENSIONS SHALL GOVERN). ANY DISCREPANCY HALLWAY HALLWAY BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND 1 _ 42'- 10" /5FICE 115 - 11 / BETWEEN THEM AND FIELD CONDITIONS SHALL BE L RESOLVED IN WRITING THIRD THIS OFFICE (772) 286 9004.THESE PLANS ARE NOT TO BE SUBMITTED FOR PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. ELECT./ / ® - ° CONDITIONED COMPUTER EX 35" STORAGE SERVER EX 68 ® L� I.T. CLO D 175-MAX I OF °Fto 1 L ROOM ROOM 340-MAX 115'- FE Cox 9/9 OPE ONS ADMINISTRATION 10 COPY/FILES/ST. SEXUAL 10 DIR TOR SUPERVISOR OFFICE 2 OFFICE 3 SUPPLIES ASSAULT P OFFICE 11 ROOM I ELECT./I. .T EX 68" G Rau AR 6897 o.JR °e G 340-MAX ROOM 12 ®� ° 06/25/2021 ❑ -1 HALLWAY 3 L)L 175-MAX REVISIONS: 10 LIFE SAFETY PLAN No. Description Date 73'-8" / SCALE: 1/8" = 1 r-0° OFFt 12 OFFICE 13 OFFICE 14 OFFICE 15 OFFICE 16 OFFICE 17 UL- AREA OCCUPANCY CALCULATION (F.B.C. TABLE 1004.5) FIRE EXTINGUISHER CALCULATION AS PER N.F.P.A.10 STAIRS 6.2.1.1 EXIT MIN. WIDTH WIDTH FIRE EXTINGUISHER B OCC OCCUPANT REQUIRED REQUIRED NAME AREA REQUIRED B NAME AREA GROUP FUNCTION SPACE LOAD FACTOR OCCUPANTS ( INCHES) (INCHES) EAST WING 2426 SF 1 ADMINISTRATION 128 SF GROUP B BUSINESS AREAS 150 GROSS 0.86 0.2 0.3 WEST WING 6514 SF 2 SUPERVISOR 8941 SF 3 BUSINESS BOARD ROOM 558 SF GROUP B BUSINESS AREAS 150 GROSS 3.72 0.7 1.1 CONDITIONED STORAGE 413 SF GROUP B ACCESSORY STORAGE AREAS, MECHANICAL 300 GROSS 1.38 0.3 0.4 Digitally SI d b Raul Ocam o, Jr. ROOM EQUIPMENT ROOM FIRE EXTINGUISHER PROVIDED signed y COPY/FILES 158 SF GROUP B BUSINESS AREAS 150 GROSS 1.05 0.2 0.3 N: c = 3auI Ocampo, Jr., o=A X SUOPP I IL S/ST. 132 SF GROUP B BUSINESS AREAS 150 GROSS 0.88 0.2 0.3 MARK DESCRIPTION QTY LOCATION rchl ec S, ou=/ R 6897, ELECT./I.T. ROOM 82 SF GROUP B BUSINESS AREAS 150 GROSS 0.55 0.1 0.2 FE LARSEN'S SEMI-RECESSED 1 EAST WING mail r @ad - 'rchitects.net, =US EXAM BATHROOM 132 SF GROUP B BUSINESS AREAS 150 GROSS 0.88 0.2 0.3 CABINET FE LARSEN'S SEMI-RECESSED 3 WEST WING ate: 20 1 .06� 16:35:38 -04' 0' SHOWER FILES/STORAGE 128 SF GROUP B BUSINESS AREAS 150 GROSS 0.86 0.2 0.3 CABINET 4 GALLEY/BREAK ROOM 85 SF GROUP B BUSINESS AREAS 150 GROSS 0.56 0.1 0.2 HALLWAY 1 240 SF GROUP B BUSINESS AREAS 150 GROSS 1.60 0.3 0.5 ADD GALVANIZED E-I HALLWAY 2 656 SF GROUP B BUSINESS AREAS 150 GROSS 4.37 0.9 1.3 METAL STUDS AS ' \ HALLWAY 3 670 SF GROUP B BUSINESS AREAS 150 GROSS 4.47 0.9 1.3 REQUIRED v w I.T. 22 SF GROUP B BUSINESS AREAS 150 GROSS 0.15 0.0 0.0 LIFE SAFETY LEGEND JAN CLO 22 SF GROUP B BUSINESS AREAS 150 GROSS 0.15 0.0 0.0 5/8" GYP. WALL BOARD 5/8" GYP. WALL BOARD w ►w-I MECH./ELECT./ 151 SF GROUP B BUSINESS AREAS 150 GROSS 1.01 0.2 0.3 SYMBOL DESCRIPTION U 00 COMPUTER SERVER m ROOM co MEN 155 SF GROUP B BUSINESS AREAS 150 GROSS 1.03 0.2 0.3 PATH OF EGRESS a/ J MEN/WOMEN ENTRANCE 46 SF GROUP B BUSINESS AREAS 150 GROSS 0.30 0.1 0.1 5/8" GYP. WALL BOARD a LL OFFICE 1 110 SF GROUP B BUSINESS AREAS 150 GROSS 0.73 0.1 0.2 2A 10 BC FIRE O [� LLi EXTINGUISHER IN OFFICE 2 86 SF GROUP B BUSINESS AREAS 150 GROSS 0.57 0.1 0.2 FE SEMI-RECESSED ADA H J OFFICE 3 86 SF GROUP B BUSINESS AREAS 150 GROSS 0.57 0.1 0.2 ❑ ACCESSIBLE CABINET. ~ 0 OFFICE 4 98 SF GROUP B BUSINESS AREAS 150 GROSS 0.65 0.1 0.2 COMPLY W/NFPA 10 l__ OFFICE 5 96 SF GROUP B BUSINESS AREAS 150 GROSS 0.64 0.1 0.2 I--I Q OFFICE 6 99 SF GROUP B BUSINESS AREAS 150 GROSS 0.66 0.1 0.2 0 0 DOOR NUMBER L O �( OFFICE 7 97 SF GROUP B BUSINESS AREAS 150 GROSS 0.64 0.1 0.2 0 OFFICE 8 97 SF GROUP B BUSINESS AREAS 150 GROSS 0.64 0.1 0.2 5/8" GYP. WALL BOARD O tr 888 160" NET DOOR WIDTH 5/8" GYP. WALL BOARD- OFFICE 9 100 SF GROUP B BUSINESS AREAS 150 GROSS 0.67 0.1 0.2 z 120-MAX MAX . OCCUPANTS I--� LU OFFICE 10 116 SF GROUP B BUSINESS AREAS 150 GROSS 0.78 0.2 0.2 w 1 50 OCCUPANTS PER EXIT FIRE EXTINGUISHER CABINET. z OFFICE 11 116 SF GROUP B BUSINESS AREAS 150 GROSS 0.77 0.2 0.2 CONTRACTOR TO COORDINATE U v OFFICE 12 142 SF GROUP B BUSINESS AREAS 150 GROSS 0.95 0.2 0.3 DIMENSIONS TO BE MOUNTED AT O LU OFFICE 13 148 SF GROUP B BUSINESS AREAS 150 GROSS 0.98 0.2 0.3 E2 EMERGENCY LIGHTS 4'-0"A.F.F. TO TOP OF CABINET 0 OFFICE 14 149 SF GROUP B BUSINESS AREAS 150 GROSS 0.99 0.2 0.3 U �jj Lu OFFICE 15 127 SF GROUP B BUSINESS AREAS 150 GROSS 0.85 0.2 0.3 Q U) 2i OFFICE 16 127 SF GROUP B BUSINESS AREAS 150 GROSS 0.85 0.2 0.3 e EXIT SIGN OFFICE 17 148 SF GROUP B BUSINESS AREAS 150 GROSS 0.98 0.2 0.3 FIRE EXTINGUISHER CABINET z O o LO OFFICE 18 123 SF GROUP B BUSINESS AREAS 150 GROSS 0.82 0.2 0.2 SCALE: 3" = 1 -0" U Q 00 OFFICE 19 186 SF GROUP B BUSINESS AREAS 150 GROSS 1.24 0.2 0.4 M2 OPERATIONS DIRECTOR 150 SF GROUP B BUSINESS AREAS 150 GROSS 1.00 0.2 0.3 DWG IDENTIFICATION PHYSICAL ABUSE EXAM 141 SF GROUP B BUSINESS AREAS 150 GROSS 0.94 0.2 0.3 RECEPTION 1 377 SF GROUP B BUSINESS AREAS 150 GROSS 2.51 0.5 0.8 N o RECEPTION 2 137 SF GROUP B BUSINESS AREAS 150 GROSS 0.92 0.2 0.3 LIFE SAFETY SEXUAL ASSAULT ROOM 136 SF GROUP B BUSINESS AREAS 150 GROSS 0.91 0.2 0.3 STAFF RETREAT BREAK 187 SF GROUP B BUSINESS AREAS 150 GROSS 1.25 0.2 0.4 PLAN ROOM TOILET 1 60 SF GROUP B BUSINESS AREAS 150 GROSS 0.40 0.1 0.1 CD WELCOME ROOM FAMILY 589 SF GROUP B BUSINESS AREAS 150 GROSS 3.92 0.8 1.2 DBY N TR/ST DATE: CHECKED WAITING AREA THIS DESIGN a WOMEN 152 SF GROUP B BUSINESS AREAS 150 GROSS 1.02 0.2 0.3 HASWBEEN T E DATE" CD 06/25/2021 Grand total:45 7955 SF 51.66 10.3 15.5 SHOWN & L P a FOR THE URPOSE BID Approver U NOTED N TOTAL NUMBER OF OCCUPANTS = 52 JOB MLE XUMBERe 3 m 21 -21138 3 co o N . ' � NI N 3 co N N�� � N 17 L'J N LOGGIA I I iI11 yy ARCHITECTS DES IGN � 1 COLLABORATIVE , LLC ARCHITECTURE I URBAN DESIGN II \ 2 PLANNING I INTERIORS T-- 10489 SOUTHWEST FETINGST RADITION,S � PORT ST.LUCIE,FL 34987 � � 1 � / � �/ � — TEL(772J2869004 KITCHEN/DINING � \ N www.ADC-ARCHITECTS.NET M 6 REGISTRATIONS HELD IN THE FOLLOWING STATES: \ ry CALIFORNIA,COLORADO, FLORIDA 1 N N GEORGIA,NORTH CAROLINA ❑ N 1 / MISSISSIPPI,TEXAS D D 7 1 BREEZEWAY RECEPTION / 2ARCHITECTURE A 6 N N URBAN� _� PLANNING INTERIORS �ss��zz��sss�LZ� ss� r 1 N 17 N � - 7 IL FITNESS/TRAINING THESE ARCHITECTS DESIGN ARE INSTRUMENTS LL SERVICE. \ \ 2 L�_� S S S C HEREBY 4 N RESERVESPROPERTY TR IGHTSIGIN THESE PLANS,OPY IGHTSPECIFICATIONS, ' III MEN'S RESTROOM \ PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER �L / p� / N \ }� r L ��� y DESIGNS AND IDEAS. THESE N tl Illltl� INSIDE INSTRUCTION AREA PLANS, Sp ECIFICATIOHS, DESIGNS AND IDEAS ARE II NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL OF ARCHITECT. 67NN N tl i �\ � I \\--r3l—,, THESE DRAWINGSARE NOT TO BE SCALED (WRITTEN JL V DIMENSIONS SHALL WING ER AN ANY DISCREPANCY J BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND BETWEEN THEM AND FIELD CONDITIONS SHALL BE \�Ilr � RESOLVED IN WRITING THIRD THIS OFFICE (772) 286 \y 1 I Il SHIPPING/ MECH./ tl N N N �\y S h 6 9004.THESE PLANS ARE NOT A BE SUBMITTED FOR t U � \`\\\ � I'� � PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. RECEIVING ELECT. tl ROOM qF tlF IF tlF IF � N � NN h 4 of .FAO WOMEN'S RESTROOM7L I L — 3 1 >. Raul Ocampo.JR N AR 6897 06/25/2021 DEMOLITION FLOOR PLAN N I� 2 , / SCALE. 1/8 - 1 0 �, /� � �/ II h I� r II \ 2 L REVISIONS: N I J= S L _ N No. Description Date N N 0 0 N N 0 0 0 �I 0 N N J N B O O s s 7 r d I� N 1 Digitally signed by Raul \\ \\ O 0 0 N Ocampo, Jr. aDN: ,:n:=Raul Ocampo, Jr., D D //1� '` �j �� o N j o=A Arch* ects, ou=AR 6 97, J N N h IIII ema 1= o@ad architects.ne , 0 0 0 9 I N c=U J n N Date: #1 .049�36:1 0 -0 '00' L.1SSs1 N [� O O N N j Irl 9 8 9 r�C�/ y � rn I "' a l o O h U a Li NLd J N i h N SS L w C/) 9 U � o Lid DEMOLITION RCP s SNI h I� h C O SCALE: 1/8" - 1'-0" DEMOLITION NOTES 'L I r 0 w u Uj Uj D1 DEMOLISH AND REMOVE ALL WALLS DESIGNATED TO BE REMOVED ON DEMOLITION PLAN. ADJACENT SURFACES TO BE I ,,II PROTECTED AND PATCHED TO MATCH THE EXISTING ADJACENT SURFACES. ll N lyI U D2 ALL DEMOLITION WORK SHALL BE PERFORMED BY CONTRACTORS SKILLED AND LICENSED IN TRADE INVOLVED. N Il LSSS N O w N D3 REMOVE DOORS, SIDELIGHTS AND DOOR FRAMES AS SHOWN ON DRAWINGS. SAVE AND STORE DOORS TO BE REUSED OR N I`I _� 0 DEMO NOTES RELOCATED AS INDICATED ON THE PLAN. h 1-- LL U D4 REMOVE ALL FINISH FLOORS AND PATCH /PREPARE CONCRETE AS NEEDED TO RECEIVE NEW FINISH FLOOR. Q MARK NOTES D5 ELECTRICAL LINES AND CIRCUITS THAT ARE IN THE DEMOLITION SHALL BE DISCONNECTED AT THE ELECTRIC PANEL AS N N oC W O REQUIRED BY N.E.C. LOCAL CODE, ORDINANCES AND OSHA. U 1 EXISTING WALL TO BE REMOVED z a 2 EXISTING DOOR AND FRAME TO BE REMOVED D6 ITEMS NOTED "SAVE" TO BE REMOVED, NUMBERED, CATALOGUED IN STORAGE AND PROTECTED ON SITE FOR FUTURE O ro USE/RELOCATION. U Q 00 C 3 REMOVE ALL EXISTING PLUMBING FIXTURES L D7 REMOVE ALL ELECTRICAL DEVICES AND LIGHTING FIXTURES THAT ARE IMPACTED BY DEMOLITION WORK. C 01 4 EXISTING MILLWORK TO BE REMOVED D8 PROVIDE TEMPORARY LIGHTING THROUGHOUT DEMOLITION AND NEW CONSTRUCTION AREAS CID 5 EXISTING OVERHEAD ROLLING DOOR TO BE REMOVED. FILL OPENING D9 CONTRACTOR IS REQUIRED AND IS RESPONSIBLE FOR PERFORMING ANY ADDITIONAL DEMOLITION WORK REQUIRED TO DWG IDENTIFICATION WITH EXISITING WALL TYPE ACCOMPLISH THE SCOPE OF WORK INDICATED ON DRAWINGS. DEMOLITION LEGEND 6 EXISTING FLOORING TO BE REMOVED. PREPARE SURFACE FOR NEW D10 SHORING AND HEADERING TO BE PROVIDED DURING ALL STRUCTURAL DEMOLITION WORK AS REQUIRED TO MAINTAIN o FLOORING. STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. SHORING DESIGN TO BE PROVIDED BY GENERAL CONTRACTOR. EXISTING / DEMO 7 EXISTING 4" RWL TO BE RELOCATED AS NEEDED D11 NEW FLOORS CEILINGS AND WALLS ARE TO BE MADE FLUSH WITH EXISTING AS SHOWN ON PLANS. PROVIDE ADDITIONAL WALL EXISTING TO REMAIN 8 EXISTING LIGHTING FIXTURES TO BE REMOVED DEMOLITION AS NECCESARY TO ACHEIVE A FINISHED PRODUCT IN ALL AREAS. PLAN N D12 ALL DEMOLITION WORK SHALL BEGIN AFTER THE OWNER HAS GIVEN CONSENT TO BEGIN WORK IN THE AFFECTED AREA. 9 EXISTING CEILING AND GRID TO BE REMOVED D13 PROTECT ALL WASTE & SUPPLY LINES AND PIPING AND CAP ALL LINES NOT IN USE. EXISTING DOOR TO REMAIN D14 ALL EXISTING BUILDING COMPONENTS SHOWN AS DEMOLISHED SHALL BE REMOVED FROM THE SITE AND LAWFULLY DRAWN TR/ST DATE: CHECKED DISCARDED UNDER THIS CONTRACT UNLESS NOTED OTHERWISE. BY: BY: 0 D15 EXISTING WALLS, GRAB BARS & PLUMBING FIXTURES ARE TO REMAIN IN SOME AFFECTED AREAS. CONTRACTORS SHALL oRAw IN° DESIGN Designer a REVIEW FINAL DESIGN PRIOR TO DEMOLITION WORK AND SELECTIVELY REMOVE ONLY FIXTURES AS REQUIRED TO PROVIDE THE �111� ,�/lT�l/TI� EXISTING DOOR/WALL TO BE SSUED ON \ II THE DATE CD 06/25/2021 Author ° FINISHED PRODUCT AS INDICATED BY THE DRAWINGS. VERIFY WITH ARCHITECT OR OWNER AS REQUIRED. REMOVED SHOWN U D16 APPROPRIATE SAFETY PRECAUTIONS TO BE PROVIDED DURING ALL STRUCTURAL DEMOLITION WORK AS REQUIRED TO FOR THE II PURPOSE BID - Approver co MAINTAIN SAFETY OF PUBLIC AND CONTRACTORS. FENCING DESIGN TO BE PROVIDED BY GENERAL CONTRACTOR. "OTED D17 CONTRACTORS SHALL MAKE ALL NECCESARY ENVIRONMENTAL PRECAUTIONS TO MAINTAIN DUST& DEBRIS WINTHIN THE N SITE, UNTIL PROPERLY REMOVED. ///�T�/// EXISTING WALL TO BE REMOVED JOB RLE XUMC ERA 3 D18 MANY AREAS WITHIN THE AFFECTED SPACE ARE TO REMAIN OCCUPIED AND OPERATIONAL DURING CONSTRUCTION. THE G.C. 76 IS REQUIRED TO COORDINATE WITH THE OWNER FOR ANY UTILITY WORK, INTERRUPTIONS TO MORMAL ELECTRICAL, MECHANICAL& 21 -21138 o PLUMBING OPERATIONS, DUST& DEBRIS, NOISE OR ANY OTHER CONSTRUCION ACTIVITIES WHICH MIGHT AFFECT THE NORMAL N OPERATION OF THE BUSINESS. 0 0� • / CM -1 3 4 co N ARCHITECTS DES I G N COLLABORATIVE , LLC ARCHITECTURE I URBAN DESIGN PLANNING I INTERIORS 10489 SOUTHWEST MEEfINGST TRADITION, PORT ST.LUCIE,FL 34987 1 TEL.(772)286 9004 1 A105 www.ADC-ARCHITECTS.NET Al 04 REGISTRATIONS HELD IN THE FOLLOWING STATES: 1 2 3 4 5 6 I 7 8 9 10 11 12 CALIFORNIA,GIA COLORAD R FLORIDA NA GEORIA,NORTH CAOLINA MISSISSIPPI,TEXAS ARCHITECTURE A --------- ---- ---------------- ------- ---- ----- I ------------------ --- ------------ ----------------- --------------- ----------------- - !� 9'-4" 10'-4" 10'-0" 10'-0" 10'- 18' 10" URBAN A I - A INTERIORS II ILU THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. w ARCHITECTS DESIGN COLLABORATIVE, LLC HEREBY , PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER STAFF PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, LOGGIA I I I r RETREAT I PLANS, SDESIc AND IDEAS. THESE PECIFICATITI ONS, DESIGNS AND IDEAS ARE OFFICE 6 OFFICE 7 OFFICE 8 OFFICE 9 O ROOM O i BREAK NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL OF ARCHITECT. 121 122 F123 124 r THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN ' DIMENSIONS SHALL GOVERN). ANY DISCREPANCY BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND —I BETWEEN THEM AND FIELD CONDITIONS SHALL BE _ .Q RESOLVED IN WRITING THIRD THIS OFFICE (772) 286 _ _ 9004.THESE PLANS ARE NOT TO BE SUBMITTED FOR B (V T T PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. BUSINESS I I ILoBOARD „ I C � ROOM I 2, 0„ 3'-7" _ ,_ 4 0 � in C � 105 -r I I I � - - I ' c7 RECEPTION MEN11"Iff E j Raul Ocampo.JR C7 I I z I ENTRANCE I 12' -2" PHY I L 5'-5" 12'- 10" I G o * G z Lo 2 COPY/FI ES 5'-0" 1 4 5'-0.1 r AR 6897 111 112 OFFICE 5 o ABUSE I ' 7 � N 120 OFFICE 10 o EXAM OFFICE06/25/2021 'Lao BREEZEWAY r I w _ WELCOME _ — ° < <!i — - — w I ROOM5'--5" 2„ -- --9'_1 FRED Ate' FOUNTAIN — — T r FEATURE GA Y/ NT L FAMILY IF BREAK T LET 1 o I I I WAITING MEN __ WOMEN ROOM T o o OFFICE 4 127 8 r` 104 _ ,;-' ¢ I I a I 110 119 EXAM I REVISIONS: 2 0 3 7 _ 47 T THRO w I w I - STORAGE - o_ A 3 OFFICE 18 I No. Description Date 5'-2" HALLW�9'(- 1 8'-7„ I z -- - H®iIII` - 142 0 RECEPTION z 5 -8 1/ r , 108 Ln 1 J I I J I v HALLWAY 130 MECH./ F 100 U U 126 IIf�v ' ELECT./ Q F- i L- — - CONDITIONED OMPUTER I I o oil - — _ E STORAGE - ERVER T)771 R OM ROOM o I I LT. CLO - 107 106 OPERATIONS ADMINISTRATION 116 117 - v ' DIRECTOR SUPERVISOR T I I I r` OFFICE 1 O FICE OFFICE 3 Lo COPY/FILES/ST. SEXUAL T 113 114 � 115 - suPP$IEs OFFI3 E 11 b � ASSAULT 5'-5"� 4'-3" ROOM LECT./I.T. 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REQUIRED REO. FIXTURE MIN. REQUIRED REO. FIXTURE MIN. REQUIRED MIN. REQUIRED IE NOTE: FOR WALL TYPES REFER TO SHEET A-110 w < v (F) (M) PER OCCUPANT PER OCCUPANT PER OCCUPANT o 00 z O 1 PER (X) 1 PER (X) 1 PER (X) RENOVATION �' FLOOR PLAN FEMALE (F) 26 25 1.04 40 0.65 100 0.26 N 1 1 1 OVERALL MALE (M) 26 25 1.04 40 0.65 100 0.26 DRAWN CHECKED ID BY: TR/ST DATE: BY. V t6 TOTAL 52 2.08 1.30 0.52 oRnwlNc DESIGN aAS DEEN THE DATEED " CD 06/25/2021 -oHOWN FOR THE U PURPOSE BID Approver NOTED co a2 N JOB MILE XMMC ERA 3 m 21 -21138 0 a; N Lp u • CMNa 1 3 4 N l co N 1 2 3 4 I 1 2 3 4 5 6 I ARCHITECTS DES I G N COLLABORATIVE , LLC ARCHITECTURE I URBAN DESIGN PLANNING I INTERIORS 10489 SOUTHWEST MEEfINGST A A TRADITION, PORT ST.LUCIE,FL 34987 TEL.(772)286 9004 www.ADC-ARCHITECTS.NET REGISTRATIONS HELD IN THE FOLLOWING STATES: CALIFORNIA,COLORADO, FLORIDA GEORGIA,NORTH CAROLINA MISSISSIPPI,TEXAS ARCHITECTURE URBAN GN PLANNING INTERIORS 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 THIRD THIS OFFICE ITTED FOR 9004.THESE PLANS ARE NOT TO BE SUBMITTED FOR 286 PERMIT UNLESS SIGNED & SEALED BY ARCHITECT, C EX E BUSINESS BOARD o ROOM I Raul O*mpo.JR 1 4 I AR 6897 v 0 r 06/25/2021 I �FRED 105 I I 1 I REVISIONS: No. Description Date I � D — — — — — — — — — — — 777— I — — — — — p r F- 90 4 cn Lu zo Ecd� X EX 1 M � 1 GALL BREAK ROOM o� TO ET 1 3 A11 07 I1II o w 8 ----- 10 rrz IJ 5'-2" 12'- 1" 1 8'-7„ ---- 2 B4 V 9 LO MECH./ T ELECT./ RECEPTION COERVERR 102 101 1 I DI it Ily signed by Raul 2 CONDITION D ROOM O a po, Jr. STORAG I D : c =Raul Ocampo, Jr., E — — — ROOM o A C Architects, ou=AR 68 317, E I e ai —ro@,F(4-architects.net c US D te: 2021 .[ &29 16:37:21 -0 '00' OPERATIONS 1 ADMINISTRATION 1 T I DIRECTOR SUPERVISOR 4 U W � EX F — ad =A 1I p m EX EX EX EX EX EX EX EX I a 13'-6" 11'-8" 13'-6" O [� w o w ►—� w z � w N ® CONSTRUCTION NOTES v0 w N 1 EXISTING COLUMN TO REMAIN w 2 INFILL WALL. 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REFER TO FINISH FLOOR PLAN SCHEDULE DRAWN CHECKED T BY: TR/ST DATE: BY. m 0 WALL LEGEND DRAWING DESIGN AS DEEN ISSUED CD 06/25/2021 0 EXISTING WALL THE DATE SHOWN & FOR THE U PURPOSE BID Approver NOTED co a2 7/1 NEW FRAMING WALL JOB MLE XUMQERe m 3 21 -21138 0 m a , NOTE: FOR WALL TYPES REFER TO SHEET A-110 a N O N cm o • ' I y j cm CM -1 co N 1 2 3 4 7 8 9 10 11 12 EX EX> EX EX EX EX EX ARCHITECTS DES I G N COLLABORATIVE , LLC 9'-4" 10'-4" 10'-0" 10'-0" 10' -4" 18'- 10" .f 7lARCHITECTURE URBAN DESIGN STAFF PLANNING I INTERIORS 1 1 RETREAT 10489 SOUTHWEST MEEfINGST 1 OFFICE 1 OFFICE,9 1 BREAK PORT STLUDCIEE,,FL34987 6' OFFICE 6 FFICE 7 123 124 ROOM 3 $ TEL.(772)286 9004 00 121 122 f-❑- 125 C° www.ADC-ARCHITECTS.NET 0 T REGISTRATIONS HELD IN THE FOLLOWING STATES: CALIFORNIA,COLORADO, FLORIDA E GEORGIA,NORTH CAROLINA MISSISSIPPI,TEXAS A X I I /� 1 �\ ARCHITECTURE URBAN DESIGN INTERIORS GV 121 122 F123 124 125 EX EX EX EX 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 1 NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN 1 266 4 APPROVAL OF ARCHITECT. 4 10 1 9 - 1 43 4 THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN 7 MM DIMENSIONS SHALL GOVERN). ANY DISCREPANCY J I.L BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND BETWEEN THEM AND FIELD CONDITIONS SHALL BE EO RESOLVED IN WRITING THIRD THIS OFFICE (772) 286 1 '-0" 1 9004.THESE PLANS ARE NOT TO BE SUBMITTED FOR Y PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. 2'-0" 3,_7„ 6„ 3'-6" -—-—- ------------------- - 129 9 EX O 120 MEN/WOMEN 3 5'- 10" OF ENTRANCE ENTRANCE I OFFICE 5 2 144 �2$ Raul Ocampo.JR 120 I 5'-0" 4'-2" 4-2 5-0 I 12 -2 13 - 11" 5 -5 12'- 10 r y� 1 PHYSICAL OFFICE 19 _ ABUSE 1 143 .,° 06/25/2021 ° ;SA, WELCOME 1 6 1 1 CD EXAM 0 17 _ `� � ROOM CEPTIO I - I OFFICE 10 134 FRED A- EX FAMILY 3 2 N COPY/FILES ' 6 129 134 D — WAITING— — — 1 5 — _ — 12- — 5 I — ------ ------ —- — — A107 — — — -—-—-—-—-—-- AREA 4 r II II O � 110 18' -2" 12'-4" 5'-5" I 9'-2" 9'-1" I 1 REVISIONS: I I I 1 ' 0 0 ------- --- --- ------- ------ 3 No. Description Date 9 OFFICE 4 1 MEN WOMEN 130 133B 127 I - 128 I 119 I I O O I 142 1 li O 9 1 119 I I 3 7 4 7 -- � I ' -- --- III = II � II ------ EXA OFFICE 18 BATHROOM — — — — FILES/ I - ------------ 3B 1 o SHOWER 2'-0" 3'-7" — ' — — ---------- 1-------- T I o 133 - ----------- - ' I EX - � 3'-6" �----------�- - STORAGE - r 1 I i I 130 1 ----------$�3 f72" I 5'-6 1/2" 4 HALLWAY 9 v 126A in 126 A108 1 1 0 3 E B _ 113 114 115 116 133A B o rJ3 1 HALLWAY - — — — — — — — — — 1 — — I I — — — co - -3 o 1 109 X I.T. 1 ' `n 116 I 7i""/) Digital y signed by Raul Oca po, 1 JANCLO A108 - - --- 1 117 COPY/FILES/ST. 61 3 J r° SUPPLIES 6, 141 OFFICE 1 OFFICE 2 OFFICE 3 1 ---- 1 117 - O DN: cn Raul Ocam o Jr., o ADC � 113 o 114 115 i it 118 4 OFFICE 11 � o � p ao 1 li 1 I 1 131 SEXUAL Architects, cFy=AR 6897, 1 1 1 ASSAULT em II ro@aqc architects.ne , 4 4 "' 16'-0" -—-—-- 13' 132 ELECT./I.T. C=US 141 8" 4 132 1 ROOM r r 1 I bo Ex Date: 021 . 9 i:38:03 -0 00 F EX I.-A 1 1 � 1 � � 1 � 1 � � F� ",/I r 3 EX EX EX EX EX 10" 3'-4" 4 1 1 I I R.O. 2 9'-4" 11'-8„ 9,_ 1„ 9' 1„ L 1 w ►--I `n 9 5'-4" `J 00 1 1 c) 135 136 137 138 139 140 a -j L cn Qw1:14 7 8 9 4 9 J Ocz i O �( a Ld > � l�1 O o CID h� OFFICE 12 OFFICE 13 OFFICE 14 OFFICE 15 OFFICE 16 OFFICE 17 z ENLARGED FLOOR PLAN - WEST 135 136 137 138 139 14o LU EX Q Lu v 1 WING A105 cz 1/4" = 1'-0" U (n 2 5 Q U) 2i OC LU O 11'-4" 11'-5" 9'-91/2" 9'-91/2" 10'-4" ro v Z a 4 4 OU L0 Q 00 0I CONSTRUCTION NOTES G Ex Ex Ex Ex Ex Ex Ex DWG IDENTIFICATION 1 EXISTING COLUMN TO REMAIN DIE 2 INFILL WALL. MATCH EXISTING ENLARGED 3 MILLWORK BY OTHERS. SUBMIT SHOP DRAWINGS FOR APPROVAL FLOOR PLAN N 4 PRE FAB SHOWER. REFER TO PLUMBING SCHEDULE WALL LEGEND 5 EXISTING FIRE SPRINKLER STAND PIPE TO REMAIN DBY N TR/ST DATE: CHECKED 0 EXISTING WALL 0 6 EXISTING 4" RWL TO REMAIN DRAWING DESIGN 7 PROVIDE CASED OPENING @ 7'-0" A.F.F ® AS DEEN THE DATE" CD 06/25/2021 8 APPLIANCES BY OWNER NEW FRAMING WALL S"OWN FOR THE U PURPOSE BID Approver co NOTED 9 NEW FLOORING THROUGHOUT. REFER TO FINISH SCHEDULE NOTE: FOR WALL TYPES REFER TO SHEET A-110 JOB ME XUMQERe 3 m 21 -21138 a 0 a o o . , 0o cm NI n 4 65 01 N al co N ARCHITECTS DES I G N COLLABORATIVE , LLC ARCHITECTURE I URBAN DESIGN PLANNING I INTERIORS 10489 SOUTHWEST MEEfINGST 1 2 3 4 5 6 7 8 9 10 11 12 TRADITION, PORT ST.LUCIE,FL 34987 TEL.(772)286 9004 www.ADC-ARCHITECTS.NET REGISTRATIONS HELD IN THE FOLLOWING STATES: CALIFORNIA,COLORADO, FLORIDA GEORGIA,NORTH CAROLINA MISSISSIPPI,TEXAS A CEX EX C CT CT . 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P.��,OF_,Ft09/ EL OM R C PTI N ' - Ex BREEZEWAY A T AC CT y D ® FEATURE AI IN ° FFI E E O E LG HG D G yt P 9 ° — T 0— FOUNFM TAIN Raul Ocam o.JR CGH T ® RO M A T�nT AR 6897 9' 0" G 9'-0" W � o 0 0 � C H T g._0�� o - -F B .F. � --- FILES/ X 06/25/2021 HEADER A. F. OILET 1 EC PTI N 0 A. .F. 8' OG 8' 0" TO AG 9 0 EIGHT @ H LL A A T A T I/LLG GT A T _ S ER CLG HG FRED Ate' 8'AFF 11' 0" -- A. .F. 1 L GT � 9'-4 1/2" HALL AY 9'-OltI8, ° A T MECH./ o 0 ° C CLG HG F REVISIONS: CONDITIONED d AC ELECT./ - - STORAGE P RA 10 S A MI IS RA 10 No. Description Date ROOM COMPUTER DI EC O U ER IS R 11 ° _ SE UAL ROOM L A I T UP LI S FFI E 1 SS U E A T A T G B GW —m 9'-0.1 EX EX 9' 0" 9' 0" 9'-0„ ° ° 9' 0" 9'-0" 9' 0" 9 ° A. .F. LG HG ACE LE T./ 1. LAG HFG LG HG C G GT C G GT AC A. .F. A. F. F L= HEADER CLG HGT F.F HEIGHT @ �8'-0". A LW AY 8'AFF HEADER HEIGHT @ 1 2 3 4 5 6 CLG HGT OFFI E 1 OFFICE 1 FFI E 1 FFI E 15 FF CE 6 8'AFF A T A T A T A T A T A T 7 8 9 B 9 0 9 0 9 0 9 0 9 0 9 0 CL A. .F. A. F. Digital y signed- y au ca po, G — — — — — — — — — G J r. DN: cn =Raul Ocampo, Jr., o ADC Architects, ou=AR 6897, email ro@a�architects.ne , ARCHITECTURAL REFLECTED CEILING PLAN c=US W SCALE: 1/8" = 1 r-0" Date: 021 .([6 29 16:38:47 -0 '00' r!1 CEILING SCHEDULE w TYPE MARK MANUFACTURER _ DESCRIPTION 5 ACT ARMSTRONG OR APPROVED 2'X 4' RCT- DUNE SECOND LOOK OR w ►—� EQUAL EQUALro ro m GWB DRYWALL PAINTED ON MTL STUD O co GWR MOLD RESISTANT DRYWALL PAINTED 1 „/ "' ON MTL STUD `J fad L Ld PROVIDE MAIN RUNNERS CONTINUOUS IN LINE WITH EACH SIDE OF NOTES: O RECESSED LIGHT AND PARALLEL MAXIMUM 4'-0" ON CENTERS IN THE 1. SEE ELECTRICAL PLANS FOR LIGHTING FIXTURE PLACEMENT AND SPECS. H w CEILING FIELD. CROSS RUNNERS SHALL BE MAXIMUM 2' 0" ON 2. EXTEND FIRE SPRINKLER HEAD TO THE CEILING, BY OTHERS. SUBMIT SHOP DRAWINGS FOR CENTERS. PROVIDE ACCESSIBLE HOLD-DOWN CLIPS FOR ACOUSTIC APPROVAL. F--� W a/ � TILES LESS THAN 1 LB./SQ.FT. 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GWB C ILING ELEV. g� ° www.ADC-ARCHITECTS.NET GWB O PT2 PT2 REGISTRATIONS HELD IN THE FOLLOWING STATES: �� CALIFORNIA,COLORADO, FLORIDA is 0 GEORGIA,NORTH CAROLINA 2 MISSISSIPPI,TEXAS A - ARCHITECTURE _-------- TOILET 1 12,3S TL2 _ /� 103 1 4S 3S r r �\ TL2 URBAN DESIGN N I NPLANNING INTERIORS M N N M 2S 3 TL2 r TL1 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. �+ N ARCHITECTS DESIGN COLLABORATIVE, LLC HEREBY 4S F. PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER G PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS,6S T " z 2S 36" 6" 12" 2" ` PLANS, SP DES ECIFICASHE ANNS, IDEAS. STHES ANDE IDEAS ARE 2 A107 5 \ FRONT ELEVATION SIDE ELEVATION NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN O 3 'I � � 1 S 1 03 1 APPROVAL OF ARCHITECT. 5 2S THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN m DIMENSIONS SHALL GOVERN). ANY DISCREPANCY - �' TL1 NOTE. BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND ------ ------- -- r---- = b BETWEEN THEM AND FIELD CONDITIONS SHALL BE o ELKAY LZSTL8WSSK RESOLVED IN WRITING THIRD THIS OFFICE (772) 286 9004.THESE PLANS ARE NOT TO BE SUBMITTED FOR r° 00 a- .2 5 o ELKAY EZH2O BOTTLE FILLING STATION &VERSATILE BI-LEVEL PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. 3S ° 1A - O in _ ifl - / ADA COOLER, FILTERED REFRIGERATED STAINLESS M w M M M co � DRINKING FOUNTAIN TO BE INSTALLED AS SHOWN IN O_F F� ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, P� ° ° ° ° °O'9/O U 2 TL2 _ WHICHEVER REQUIREMENTS ARE MORE STRINGENT. �,^ °•y INSTALLATION TO BE IN COMPLIANCE WITH ALL APPLICABLE >° Raul Ocampo.JR 103 BUILDING AND HANDICAPPED ACCESSIBILITY CODES. SEE G o * G TLi TL2 PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. ° AR 6897 TL2 KNEE 06/25/2021 CLEARANCE Aio7 ENLARGED PLAN — TOILET 1 Aio7 INT_ ELEVATION 1 — TOILET 1 Aio7 INT_ ELEVATION 2 — TOILET 1 5 INT ELEVATION — TOILET ROOM 1 a11o7 DRINKING FOUNTAIN DETAIL FREDA�' 1/2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-011 A107 1/2" = 1'-0" 1/2" = 1'-0" REVISIONS: No. Description Date 1 8' -0" 8' -0"rik A.F.FIRV TOILET STALL A.F.F ACT CEILING ELEV. CEILING ELEV. I� TOILET STALL REFER TO DETAIL 3S REFER TO DETAILS 3S PT2 J 127 128 \ B _ 4S TL2 4S 11S ` B A107 zo / I c L 4'-2" 11 4'-2" o o TL1 2S 131/2"40 ` Digitall signed by Raul - — O 1A 3 0 ° 36 iS 10 MIN Oca p , Jr. 1 1 1 m ❑ ❑ 1 X fn N 3 DN: n Raul Ocampo, Jr., o= DC 00 5'-01, 8'-3° - s'-o° — —4 T 5s A , Arch to ts, oryAR 6897, o X `�CL a ` email= o@ad,!Qarchitects.ne 6S � g r 6S 4S 4S --------- w X ~ X C=U r Lu z T Q r � r N Date: 2 21 .009 &,�:39:26 -0 '00' O 1 A 1 OP1 A C? 0 � I o I � 10 W FBI II III TL1 I TL2 TL2 3S ---- - 9 A107 w A107 7 L--------------- ----- 3s -- -- ------ --- ------------- Ss 7 INT ELEVATION — MEN $ INT ELEVATION — MEN U U 00 co 8 9S A107 1/2" = 1'-011 A107 1/2" = 1'-0" Q, � ll ------------- - 7S Lf 5S V a i LU 3 2 V1 — 9 N 'I M Q w 8S 8'-0" 8'-0" 111 rih A.F.F A.F.F OTOILET STALL ACT CEILING ELEV. ACT CEILING ELEV. REFER TO DETAIL O n w 4S 4S ^ll Q oz II I PT2 3S 3S � M--i � i B o o i B PT2 LU I� w - 3S Lu ° \ G�j 1 U NLLI--------------------L--- TL2 11S 4S / TL2 6S Oo `./ U ' I o I 4S / 4S U (n 11S /11S OaC W O T U v 6�� 36" S ° z / TLi O LO ro L0 a 1 A U 00 2S 2g \ 1A Q L ❑ ❑ CD m N _ X ? = DWG IDENTIFICATION � 2 2 X ic, \ X ` N - - - - - - - - - QLL 3 — X o Q w 0 _ X 1S 5S Q ` a M ¢ TL1 INTERIOR _ ELEVATIONS 1 B 5S i S 1 c° Q `'' w 11" U - CD IL zz ZZIL40 DRAWN CHECKED VBY: TR/ST DATE: BY. 42" 12" 12" 7S 42" KNEE a TL2 CLEARANCE TL2 DRAWING s THIS DESIGN Designer ISSUED TE" CD 06/25/2021 Author 6 MEN & WOMEN TOILET 9 INT ELEVATION — WOMEN 10 INT ELEVATION — WOMEN PUR OSE& BID Approver NOTED co A107 1/2" = 1'-011 A107 1/2" = 1'-0" N N JoC3 ME XMMC3EG3e 3 m 21 -21138 a 0 a co C4 o . ' 0o NI CM 01 65 3 4 N a co N � 1 � 2 � 3 4 � 8'-ON 8'-0" 8'_0„ A.F.F A.F.F A.F.F CEILING ELEV. GWR CEILING ELEV. GWR CEILING ELEV. GWR PT2 PT2 PRE FAB.ADA \ 9 ADA PRE FAB. ARCHITECTS DES I G N ROLL IN SHOWER vv� uu ROLL IN SHOWER COLLABORATIVE , LLC r4,,,70' O BY OTHERS BY OTHERS 1 4 ' 12 N ARCHITECTUREPLANNINGI RUIN INTERIRBAN ORS TL2 TL2 t0 10489 SOUTHWEST MEETINGST 133B TRADITION, TL1 15" 42" 12" POTEL.(772)286 9004987 6" MAX `D 6" 36" 2 TL1 MAX 13" 6" www.ADC-ARCHITECTS.NET 1 S 75 REGISTRATIONS HELD IN THE FOLLOWING STATES: 1 S 2S CALIFORNIA,COLORADO, FLORIDA 2 p o p GEORGIA,NORTH CAROLINA MISSISSIPPI,TEXAS CHITECTURE ce)) AR 55 Z 5S 2 rr ce) PLANNING INTERIORS r co J 3 0) o) T THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. ARCHITECTS DESIGN COLLABORATIVE, LLC HEREBY ------------- ------------- - c PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER l 6 __ _________ A108 2 CO TL2 (0 PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS. THESE 1 C it PLANS, SPECIFICATIONS, DESIGNS AND IDEAS ARE 1 A O NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL OF ARCHITECT. TL2 ESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN 3S 5 A108 ------- ----- 4--- --- --- --------- THEE DIMENSIONS SHALL GOVERN). ANY DISCREPANCY O i BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND _ _ _ _ INT ELEVATION — EXAM INT ELEVATION — EXAM INT ELEVATION — EXAM BETWEEN THEM AND FIELD CONDITIONS BEOSU SHALL BE 5'-6 1/2' RESOLVED IN WRITING THIRD THIS OFFICE (772) 286 ' 9004.THESE PLANS ARE NOT TO BE SUBMITTED FOR PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. - 36 2 BATHROOM 3 BATHROOM 4 BATHROOM A108 1/2" = 1'-011 A108 1/2" = 1'-011 A108 1/2" = 1'-0" 0 5' -4" G . Raul O*mpo.JR G 8' -0" 8'-0"rik 4 AR 6897 06/25/2021 1 EQ EQ CEILING ELEV. T CEILING ACT AC CEILING ELEV. FRED Ak'j Zn 133A77 775 iB ' 0 3S 0 a o 8 No. Description Date / 6S EO 1 A 10S 9 A108 SS 1 3'-F' SS 1 A p \ 1A 1 40 m EXAM BATHROOM SHOWER Ir x 117 LL 1 0 O o " MI ROOM 0o Im A108 1/2" = 1'-0" LU PC z 0 w U O 0 B KNEE 11" MI R CLEARANCE V INT ELEVATION — EXAM INT ELEVATION — EXAM BATHROOM 6 BATHROOM B 7 JANITOR ROOM Digitally signed by Raul " _ (Alo A108 1/2 - 1 0 Ocam o, Jr. 8' -0" 8'-0" '�A108 � 1/2 1 -0 8 ! 1/2" = V-0" _ •_ A.F.F A.F.F INV DN: cn Raul Ocampo Jr.,GWB CEILING ELEV. GWB CEILING ELEV. / o= D Architects, ou=AR 6897, PT2 PT2 em it ro@a@�-architects.n t, c=US � [-I TLi TL1 Date: 021 .( 29�6:40:05 - 4'00' w TLi Li u00 a o o T ` co L17 Lf) V ^ u_ - - 4 4 O F- i Lu N N w ~ r � c/) 5 0 w O > cn m 8 INT ELEVATION — JANITOR 9 INT ELEVATION — JANITOR z U Lu A108 1/2" = V-0" A108 1/2" = V-0" 0 w N p U N w O U 02 Q Cn 2i U OC W O T SPECIALTY EQUIPMENT SCHEDULE PLUMBING FIXTURE SCHEDULE 00 0 co U, C c Type Mark Type COMMENTS TYPE MARK TYPE COMMENTS co is 42" S.S. GRAB BAR BY OWNER. INSTALLED BY G.C. 1A LAVATORY ROUND VANITY W/ FAUCET SEE PLUMBING PLANS FOR SPECS. PROTECT ALL PIPES W/ WRAPPED DWG IDENTIFICATION DIE 2S 36" S.S. GRAB BAR BY OWNER. INSTALLED BY G.C. FOAM INSULATION AT ALL SINKS. N 3S 18"Wx36"H WALL MIRROR BY OWNER. INSTALLED BY G.C. 1 B ADA LAVATORY W/ FAUCET SEE PLUMBING PLANS FOR SPECS. PROTECT ALL PIPES W/WRAPPED INTERIOR 4S SURFACE MOUNTED SOAP DISPENSER BY OWNER. INSTALLED BY G.C. FOAM INSULATION AT ALL SINKS. 5S TOILET TISSUE DISPENSER BY OWNER. INSTALLED BY G.C. 1C SS SINK ELEVATIONS 6S RECESSED PAPER TOWEL DISPENSER BY OWNER. INSTALLED BY G.C. 2 WATER CLOSET W/TANK SEE PLUMBING PLANS FOR SPECS DRAWN CHECKED U TR/ST DATE: AND WASTE RECEPTACLE 3 URINAL SEE PLUMBING PLANS FOR SPECS BY. BY. 4 WALL MOUNTED FAUCET SEE PLUMBING PLANS FOR SPECS THIS DEE DESIGN Designer 7S SURFACE MOUNTED SANITARY NAPKIN BY OWNER. INSTALLED BY G.C. HAS DEEN DISPENCER 5 JANITOR SINK SEE PLUMBING PLANS FOR SPECS SHOWN & THE OATEN CD 06/25/2021 R.O. FOR THE 8S TOILET STALL BY OWNER. INSTALLED BY G.C. 8 PRE-FAB ADA SHOWER SEE PLUMBING PLANS FOR SPECS INUP OTED E BID Approver NOTED co N 9S URINAL SCREEN BY OWNER. INSTALLED BY G.C. 9 SHOWER HEAD AND CONTROL SEE PLUMBING PLANS FOR SPECS " 10S SOAP DISPENSER BY OWNER. INSTALLED BY G.C. 10 BI-LEVEL DRINKING FOUNTAIN W/ SEE PLUMBING PLANS FOR SPECS JOB ME XUMQERe 3 BOTTLE FILL 21 -21138 11 S SURFACE-MOUNTED PAPER TOWEL BY OWNER. INSTALLED BY G.C. a DISPENSER AND WASTE RECEPTACLE cm O N . ' • y N 2 3 4 a cm -1 co N 3'-0" 3'-0" 2' - 6" 3' 0" CLOSER �7 i i i i ARCHITECTS DES I G N COLLABORATIVE , LLC 0 0 0 0 ARCHITECTURE I URBAN DESIGN PLANNING I INTERIORS 10489 SOUTHWEST MEETINGST T, KICK PLATE TRADITION, PORT ST.LUCIE,FL 34987 \\ I I I I I 1=�d 1 11 TEL.(772)286 9004 FRONT BACK /� www.ADC-ARCHITECTS.NET A / - D REGISTRATIONS HELD IN THE FOLLOWING STATES: V CALIFORNIA,COLORADO, FLORIDA GEORGIA,NORTH CAROLINA MISSISSIPPI,TEXAS ARCHITECTURE A DOOR SCHEDULE ROOM FINISH SCHEDULE #S 12 SCREW @ EACH ,URBAN DESIGN ANCHOR VERIFY W/FRAME DIMENSIONS DR. DOOR FRAME HW. ROOM FINISH CEILING J-MOLDING DR. # ROOM NAME WIDTH HEIGHT THK. TYPE MATL. FINISH MATL. FINISH SET COMMENTS NO ROOM NAME FLOOR BASE WALL CEILING HT COMMENTS DOOR 2 SEE FINISH SCHEDULE THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. ARCHITECTS DESIGN COLLABORATIVE, LLC HEREBY 101 ADMIN SUPERVISOR 3'-0" T -0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 100 RECEPTION 1 LVT WOOD PT ACT 11'-0" FOR INTERIOR WALL PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER FINISH PROPERTY RIGHTS IN THESE PLANS, SPECIFICATIONS, 102 OPERATIONS 3'-0" T -0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 101 ADMINISTRATION LVT WOOD PT ACT 9' -0" DESIGNS AND IDEAS. THESE PLANS, SPECIFICATIONS, DESIGNS AND IDEAS ARE DIRECTOR SUPERVISOR NOT TO BE COPI DD OR REPRODUCED WITHOUT WRITTEN - - - - APPROVAL OF ARCHITECT. 103 TOILET ROOM 1 3'-0" T -0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 2 W/SELF CLOSER 102 OPERATIONS DIRECTOR LVT WOOD PT ACT 9' -0" ` " THESE DRAWINGS ARE NOT TO BE SCALED (WRITTEN DIMENSIONS SHALL GOVERN). ANY DISCREPANCY 104 GALLEY/BREAK ROOM 3'-0" T -0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 1 103 TOILET 1 TL3 TL2 PT/TL1/TL2 GWB 8' -0" BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND BETWEEN THEM AND FIELD CONDITIONS SHALL BE 105A CONFERENCE/BOARD 3'-0" T -0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 W/SELF CLOSER 104 GALLEY/BREAK ROOM LVT WOOD PT ACT 9' -0" 3 5/8" 20 GA . GALV. METAL RESOLED IN WRITING THIRD THIS OFFICE (772) 266 9004.THESE PLANS ARE NOT TO BE SUBMITTED FOR ROOM 105 BUSINESS BOARD ROOM LVT WOOD PT ACT 11'-0" STUD @ 16" O.C. AND 2 AT 3 ANCHORS PER JAMB MIN. ONE 12" PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. 105B CONFERENCE/BOARD 3'-0" 7'-0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 W/SELF CLOSER 106 MECH./ELECT./COMPUTER LVT WOOD PT FROM TOP AND BOTTOM AND DOOR FRAME ROOM SERVER ROOM ONE@ CENTER OF FRAME (30" 113 OFFICE 1 3'-0" 7'-0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 107 CONDITIONED STORAGE WOOD PT O.C.C. ,��°OF �F`0�9 114 OFFICE 2 3'-0" 7'-0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 ROOM ��P °..°'9 115 OFFICE 3 3'-0" T -0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 108 HALLWAY 1 LVT WOOD PT ACT 9' -0" SEE FINISH SCHEDULE 116 IT ROOM 3'-0" T -0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 4 109 HALLWAY 3 LVT WOOD PT ACT 9' -0" FOR INTERIOR WALL Raul Ocampo.JR `; 117 JAN CLOSET 2'-6" T -0" 1 3/4" C SC WOOD PAINT METAL PAINT Set 1 110 WELCOME ROOM FAMILY LVT WOOD PT ACT 11'-0" FINISH O * O WAITING AREA AR 6897 119 OFFICE 4 3'-0" 7' -0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 CAULK FULL PERIMETER BOTH SIDES �' o5/2s/2o2i ;"� 120 OFFICE 5 3'-0" 7'-0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 111 RECEPTION 2 LVT WOOD PT ACT 9'-0" 9 �G 121 OFFICE 6 3'-0" 7'-0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 112 COPY/FILES LVT WOOD PT ACT 9' -0" TYP. DOOR JAMB DETAIL PARTITION -- �� 122 OFFICE 7 3'-0" 7'-0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 113 OFFICE 1 LVT WOOD PT ACT 9' -0" FREE Ate' 123 OFFICE 8 3'-0" 7'-0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 114 OFFICE 2 LVT WOOD PT ACT 9' -0" 1 SCALE: 3" = 1'-0" 124 OFFICE 9 3'-0" 7'-0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 115 OFFICE 3 LVT WOOD PT ACT 9' -0" 125 STAFF RETREAT BR. 3'-0" T -0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 W/SELF CLOSER 116 I.T. LVT WOOD PT GWB 8'-0" REVISIONS: 126A HALLWAY 3'-0" T -0" 1 3/4" A SC WOOD PAINT METAL PAINT (none) W/SELF CLOSER 117 JAN CLO TL3 TL3 PT GRB 8'-0" 1266 HALLWAY 3'-0" 7' -0" 1 3/4" A SC WOOD PAINT METAL PAINT (none) W/SELF CLOSER 118 COPY/FILES/ST. SUPPLIES LVT WOOD PT ACT 9'-0" No. Description Date 127 MEN 3'-0" 7' -0" 1 3/4" B SC WOOD PAINT METAL PAINT (none) W/SELF CLOSER&KICK PLATE 119 OFFICE 4 LVT WOOD PT ACT 9'-0" 128 WOMEN 3'-0" 7'-0" 1 3/4" B SC WOOD PAINT METAL PAINT (none) W/SELF CLOSER&KICK PLATE 120 OFFICE 5 LVT WOOD PT ACT 9'-0" 129 OFFICE 10 3'-0" 7'-0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 121 OFFICE 6 LVT WOOD PT ACT 9' -0" 130A FILES/STORAGE 3'-0" 7'-0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 4 122 OFFICE 7 LVT WOOD PT ACT 9' -0" 130B FILES/STORAGE 3'-0" 7'-0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 4 123 OFFICE 8 LVT WOOD PT ACT 9' -0" 131 OFFICE 11 3'-0" T -0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 124 OFFICE 9 LVT WOOD PT ACT 9' -0" 3 5/8" 20 GA . GALV. METAL 132 SEXUAL ASSAULT 3'-0" T -0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 125 STAFF RETREAT BREAK LVT WOOD PT ACT 9' -0" STUD @ 16" O.C. AND 2 AT ROOM I ROOM SEE FINISH SCHEDULE DOOR FRAME 133A EXAM BATHROOM 3'-0" 7'-0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 2 126 HALLWAY 2 TL3 TL2 PT/TLi GWB 9' -0" FOR INTERIOR WALL 133B EXAM BATHROOM 3'-0" T -0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 2 127 MEN TL3 TL2 PT/TL1/TL2 ACT 8'-0" FINISH SEE FINISH SCHEDULE 134 PHYSICAL ABUSE 3'-0" T -0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 128 WOMEN TL3 TL2 PT/TLi/TL2 ACT 8'-0" _ FOR INTERIOR WALL EXAM 129 OFFICE 10 LVT WOOD PT ACT 9'-0" FINISH #S 12 SCREW @EACH _ 135 OFFICE 12 3'-0" 7'-0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 130 FILES/STORAGE LVT WOOD PT ACT 9'-0" ANCHOR VERIFY W/FRAME CAULK FULL PERIMETER BOTH SIDES 136 OFFICE 13 3'-0" 7'-0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 131 OFFICE 11 LVT WOOD PT ACT 9'-0" 137 OFFICE 14 3'-0" T -0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 132 SEXUAL ASSAULT ROOM LVT WOOD PT ACT 9' -0" J-MOLDING B138 OFFICE 15 3'-0" T -0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 133 EXAM BATHROOM SHOWER TL3 TL2 PT/TL1/TL2 ACT/GWR 8' -0" C\I 3 ANCHORS PER JAMB MIN. ONE 12" B 139 OFFICE 16 3'-0" T -0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 134 PHYSICAL ABUSE EXAM LVT WOOD PT ACT 9' -0" FROM TOP AND BOTTOM AND 140 OFFICE 17 3'-0" 7' -0" 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 135 OFFICE 12 LVT WOOD PT ACT 9' -0" ONE@ CENTER OF FRAME (30" 141 ELECT/IT ROOM 3'-0" 1 7'-0" 1 1 3/4" 1 D SC WOOD PAINT METAL PAINT Set 4 W/SELF CLOSER 136 OFFICE 13 LVT WOOD PT ACT 9'-0" O.C.C. 142 OFFICE 18 3'-0" 7'-0" 1 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 137 OFFICE 14 LVT WOOD PT ACT 9'-0" DOOR — D gl ally signed by Raul Ocarnpo, 143 OFFICE 19 3'-0" 7'-0" 1 1 3/4" A SC WOOD PAINT METAL PAINT Set 5 138 OFFICE 15 LVT WOOD PT ACT 9'-0" Jr 139 OFFICE 16 LVT WOOD PT ACT 9'-0" DOOR HW SCHEDULE 140 OFFICE 17 LVT WOOD PT ACT 9' -0" D n=Raul Ocampo, Jr., o= DC SET MANUFAC 141 ELECT./I.T. ROOM LVT WOOD PT ACT 9' -0" Arch itects, ou=AR 6897, 142 OFFICE 18 LVT WOOD PT ACT 9' -0" e a l=ro@WC-architects.net, # TURER LEVER STYLE FINISH STRIKE MODEL STYLE 143 OFFICE 19 LVT WOOD PT ACT 9' -0" r Set 1 Schlage NEP PASSAGE 626 SATIN CHROME ANSI F75 JUPITER LEVER AL10S 144 MENMOMEN ENTRANCE TYP. DOOR HEAD DETAIL - PARTITION C U ` `� Set 2 Schlage NEP PRIVACY LOCK 626 SATIN CHROME ANSI F76 JUPITER LEVER AL40S 2 SCALE: 3" = V-0" Date 2021 b7t29 16:40:44 -0 '00' Set 3 Schlage NEP KEYED ENTRANCE LOCK 626 SATIN CHROME ANSI F82 JUPITER LEVER AL50PD C/� 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 �I•� Set 5 Schlage NEP POCKET DOOR LOCK MATERIAL LEGEND w Set 6 Schlage NEP KEY ENTRANCE WITH PANIC BAR Set 7 Schlage NEP KEY PAD TLi PORCELAIN TILE 12"x12" SELECTED BY OWNER w Set 8 Schlage ELECTRONIC LOCK WITH LOCKER DOOR SCHEDULE NOTES: TL2 DECORATIVE TILE 24"x 6" SELECTED BY OWNER 1. HEAVY DUTY COMMERCIAL DOOR CLOSER. NOA# 18-0725.12 SERIES S-808OF FLUSH OUTSWING STEEL DOORS IMPACT. TL3 co PORCELAIN TILE 24"x 24", SLIP RESISTANT a J 2. DO NOT UNDERCUT DOORS. u- 3. PROVIDE A.D.A. COMPLIANT THRESHOLD W/SOUND SWEEPS AT PRIVACY LOCATIONS. O E—I Ld 4. CONTRACTOR SHALL PROVIDE AND INSTALL CUSTOMARY ACCESSORIES (SILENCERS, DOOR STOPS, ETC.) PT PAINT U 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). I--I 6. INTERIOR DOOR LOCKSETS COMMERCIAL GRADE SIMPLEX L10111 UNICAN OR EQUIVALENT/HIGH SECURITY DEADBOLTS SCHLAGE B700 SERIES (OR EQUAL) SS SOLID SURFACE w 0 HARDWARE PACKAGES: Mv-I cz ~ A. 1-1/2 PR. HINGES INT. LOCKSET. (PRIVACY REQUIRED). L LUXURY VINYL TILE, COMMERCIAL GRADE, 10 MIL OR MORE O 0- VT B. 1-1/2 PR. HINGES INT. LOCKSET. 0 a LLi C. 1-1/2 PR. HINGES INT. PRIVACY LOCKSET. LL > D. 1-1/2 PR. HINGES PASSAGE SET. NOTE:ALL FINISHES, MATERIAL AND COLOR SELECTIONS TO BE SELECTED BY C/) Q OWNER,INSTALLED BY G.C. 1­- cz o E. 3 PR. HINGES. INT. LOCKSET W/TOP& BOTTOM LOCKING PINS INACTIVE LEAF. METAL STUD z I� w Lu Lu 2-2"X8" PORCELAIN TILE w s U T \ Lu O vLu N SECURE W/SPANNER 5/8" GYP. WALL BOARD 0 U HEAD SCREWS �, U Lu HEADRAIL C) W O U (3) #S-12 SCREWS � U ° WELDED STEEL CORE AVAILABLE @EACH STUD z 0 LO ro FLOOR-ANCHORED, OVERHEAD-BRACED, C CEILING-HUNG (.63 OPTION) C L C0' C co CN N 11 GAUGE STELL PLATE 12" LO "� 00m ® STILE BRACKET LONGER MIN.THAN GRAB BAR DWG IDENTIFICATION STILE CORE HEADRAIL o WALL HUNG URINAL HEX NUT ANGLE zb N N oo `n N SCREEN BRACKET O O FLAT WASHER BRACKET e 9 O GRAB BAR SCHEDULES AND NT' LOCK WASHER STILE o DETAILS SOLID PLASTIC (HDPE) SOLID PLASTIC (HDPE) WALL-HUNG 42" OR 48 LEVELING BAR PLAN OVERHEAD-BRACED DRAWN TR/ST DATE: CHECKED I I I THREADED ROD (3) #14 /4"X 2" BY: BY: — END CAP MACHINE SCREWS THESE MOUNTING POINTS REQUIRE WALL BACKING. FOR SUGGESTED SHOE RETAINER THIS ING DESIGN N BACKING METHODS, BOBRICK ADVISORY BULLETINGS. TB-32 FOR - SSUED ON WEDGE ANCHOR OVERHEAD BRACING HE DATE CD 06/25/2021 CEILING-HUNG INSTALLATIONS, AND TB-46 FOR FLOOR ANCHORED ARE SOLID PLASTIC (HDPE) FOR THE& v AVAILABLE UPON REQUEST. PARTITIONS AND SCREENS PURPOSE BID Approver NOTED a2 JOB ME XUMBERe COMPARTMENT AND SCREEN ELEVATIONS ^ TYPICAL INSTALLATION DETAILS GRAB BAR DETAIL G GRAB BAR MOUNTING DETAIL 3 n _ �_ n `F n _ r_ n n _ �_ �� V rr _ ,_ ,r - 21 -21138 SCALE: 1 1/2 — 1 0 SCALE: 1 1/2 — 1 0 SCALE: 1 = 1 0 SCALE: 3 — 1 0 a 0i 0 cm 0 O N . ' • y N 0 N 2 3 4 a CM -1 co N WALL TYPE FIRE RATING WALL TYPE FIRE RATING WALL TYPE FIRE RATING A RC H IT ECTS D E S I G N WALL TYPE FIRE RATING COLLABORATIVE , LLC 000 NR NR NR 1 1A 1B 2A 2B 3A 3B O NR ARCHITECTURE I URBAN DESIGN 1 1 FLOOR AND CEILING RUNNERS-CHANNEL 1 FLOOR AND CEILING RUNNERS- PLANNING INTERIORS SHAPED RUNNERS, 3-5/8 INCH DEEP (MIN), 1 CHANNEL SHAPED RUNNERS, 6 INCH 1 1 FLOOR AND CEILING RUNNERS- 10489 SOUTHWEST MEEfINGST 1-1/4 INCH LEGS, FORMED FROM MIN No 20 TRADITION, MSG GALVANIZED STEEL, ATTACHED TO DEEP (MIN), 1-1/4 INCH LEGS, FORMED CHANNEL SHAPED RUNNERS, 6 INCH PORT ST.LUCIE,FL 34987 FROM MIN No 20 MSG GALVANIZED STEEL, DEEP (MIN), 1-1/4 INCH LEGS, FORMED 1 FURRING STRIPS- 1" X PT WOOD TEL.(772)286 9004 FLOOR AND DECK WITH FASTENERS FROM MIN No 20 MSG GALVANIZED STEEL, CEILING SPACED 24 INCHES O.C. ATTACHED TO FLOOR AND CONC WITH _ STUD SPACED AT 24" O.C. MAX 6" www.ADC-ARCHITECTS.NET FASTENERS SPACED 24 INCHES O.C. ATTACHED TO FLOOR AND CONC WITH ABOVE CEILING GRID. FASTENERS SPACED 24 INCHES O.C. REGISTRATIONS HELD IN THE FOLLOWING STATES: 2 STEEL STUDS- "C" CHANNEL SHAPED, CEILIN CEILING CALIFORNIA,COLORADO, FLORIDA z 3-5/8 INCH DEEP (MIN), FORMED FROM No - STEEL STUDS-"C"CHANNEL SHAPED, 6" GEORGIA,NORTH CAROLINA 20 MSG GALVANIZED STEEL SPACED AT 16 INCH DEEP (MIN), FORMED FROM No 20 2 STEEL STUDS-"C"CHANNEL SHAPED, 6" MISSISSIPPI,TEXAS INCH O.C. MAX. STUDS TO BE ATTACHED TO 2 MSG GALVANIZED STEEL SPACED AT 16 z INCH DEEP (MIN), FORMED FROM No 20 E 2 RIGID INSULATION- MIN 3/4 INCH OF ARCHITECTURE A _ MSG GALVANIZED STEEL SPACED AT 16 - 1 BAR JOIST INCH O.C. MAX. STUDS TO BE ATTACHED RIGID INSULATION R-6 MIN DESIGN 4 TO BAR JOIST 4 INCH O.C. MAX. STUDS TO BE ATTACHED IURBAN PLANNING INTERIORS 3 BATTS AND BLANKETS(OPTIONAL)- MIN 4 TO BAR JOIST. 1 INCH OF MINERAL WOOL OR GLASS FIBER s 3 BATTS AND BLANKETS(OPTIONAL)- MIN S S 3 GYPSUM WALLBOARD-(1) LAYER OF 3 INCH OF MINERAL WOOL OR GLASS 3 BATTS AND BLANKETS(OPTIONAL) - I 5/8" THICK, 4FT WIDE, ATTACHED TO THESE DRAWINGS ARE INSTRUMENTS OF SERVICE. BATTS PARTIALLY E COMPLETELY FILLING s FIBER BATTS PARTIALLY OR COMPLETELY s MIN 3 INCH OF MINERAL WOOL OR GLASS N O FURRING AND FLOORS WITH 1 1/2 INCH ARCHITECTS S COMMON COLLABORATIVE, LLC HEREBY STUD CAVITY.FASTEN FOR EACH BATT PRESERVES ITS COMMON LAW COPYRIGHT AND OTHER 3 - FILLING STUD CAVITY.FASTEN FOR EACH FIBER BATTS PARTIALLY OR COMPLETELY LONG TYPE S STEEL SCREWS SPACES PROPERTY RIGHTS IN AND I PLANS, SPECIFICATIONS, WITH MIN. 9/16 INCH LONG STAPLES. DESIGNS AND IDEAS. THESE BATT WITH MIN. 9/16 INCH LONG STAPLES. FILLING STUD CAVITY.FASTEN FOR EACH 8 INCH O.C. ALONG EDGES OF BOARD PLANS, Sp ECIFIGATIONS, DESIGNS AND IDEAS ARE NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN APPROVAL OF ARCHITECT. 4 GYPSUM WALLBOARD-(1) LAYER OF 5/8" BATT WITH MIN. 9/16 INCH LONG STAPLES. 0 AND 12 INCHES O.C. IN THE FIELD OF THICK, 4FT WIDE, ATTACHED TO STEEL 4 GYPSUM MOLD TOUGH-(1) LAYER OF 5/8" M THE BOARD. JOINTS ORIENTED DM DRAWINGS ARE NOT TO BE SCALED (WRITTEN THICK, 4FT WIDE, ATTACHED TO STEEL 4 GYPSUM MOLD TOUGH-(1) LAYER OF VERTICALLY AND STAGGERED ON DIMENSIONS SHALL GOVERN). ANY DISCREPANCY BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND EM ND HALL RE OLVEDN IN HWRITING THIRD THIS CONDITIONS OFFFIICE S(772)B286 STUDS AND FLOORS WITH 1 1/2 INCH LONG � � STUDS WITH 1 1/2"TYPE S SCREWS @ 8" 5/8"THICK, 4FT WIDE, ATTACHED TO OPPOSITE SIDES OF THE ASSEMBLY. BDD4.THESE PLANS ARE NOT TO BE SUBMITTED FOR Ft— 4 TYPE S STEEL SCREWS SPACES 8 INCH STEEL STUDS WITH 1 1/2"TYPES W O.C. ALONG EDGES OF BOARD AND 12 O.C. ALONG EDGES OF BOARD AND 12" 3 PERMIT UNLESS SIGNED & SEALED BY ARCHITECT. INCHES O.C. IN THE FIELD OF THE BOARD. s s O.C. IN THE FIELD. JOINTS ORIENTED SCREWS @ 8" O.C. ALONG EDGES OF JOINTS ORIENTED VERTICALLY AND VERTICALLY AND STAGGERED ON BOARD AND 12" O.C. IN THE FIELD. JOINTS L OPPOSITE SIDES OF THE ASSEMBLY. ORIENTED VERTICALLY AND STAGGERED L OF F STAGGERED ON OPPOSITE SIDES OF THE ON OPPOSITE SIDES OF THE ASSEMBLY. C� °- 2 ASSEMBLY. ONE SIDE 5 JOINT AND TAPE COMPOUND-VINYL, 5 JOINT AND TAPE COMPOUND-VINYL, DRY DRY OR PREMIXED JOINT COMPOUND, _ IDD1 APPLIED IN TWO COATS TO JOINTS AND OR PREMIXED JOINT COMPOUND, APPLIED o Raul Ocampo.JR z1 SCREW HEAD;PAPER TAPE, 2 INCH WIDE, z 6 JOINT AND TAPE COMPOUND-VINYL, * ° IN TWO COATS TO JOINTS AND SCREW EMBEDDED IN FIRST LAYER OF DRY OR PREMIXED JOINT COMPOUND, AR 6897 HEAD;PAPER TAPE, 2 INCH WIDE, APPLIED IN TWO COATS TO JOINTS AND ° 06/25/2021 EMBEDDED IN FIRST LAYER OF COMPOUND 1 COMPOUND OVER ALL JOINTS. i G OVER ALL JOINTS.OVER HEAD;PAPER TAPE, 2 INCH WIDE, 6 PORCELAIN TILE EMBEDDED IN FIRST LAYER OFFRED SEE INTERIOR ELEVATIONS COMPOUND OVER ALL JOINTS. WALL TYPE PARTITION WITH GYPSUM WALLBOARD G MOLD RESISTANT, PORCELAIN TILE AND 1/2" DUROCK 7 CEMENTIOUS CEMENTIOUS BACKER BOARD ON ONE SIDE. SEE 1/2" DUROCK CEMENTIOUS BACKER REVISIONS: INTERIOR ELEVATIONS. BOARD WALL TYPE PARTITION WITH GYPSUM WALLBOARD WALL TYPE PARTITION WITH GYPSUM WALLBOARD No. Description Date MOLD RESISTANT, PORCELAIN TILE AND 1/2" � WALL TYPE PARTITION WITH GYPSUM WALLBOARD MOLD RESISTANT , PORCELAIN TILE AND 1/2" DUROCK MOLD RESISTANT, PORCELAIN TILE AND 1/2" DUROCK CEMENTIOUS BACKER BOARD ON BOTH DUROCK CEMENTIOUS BACKER BOARD ON ONE SIDES. SEE INTERIOR ELEVATIONS. CEMENTIOUS BACKER BOARD ON ONE SIDE. SEE INTERIOR ELEVATIONS. SIDE. SEE INTERIOR ELEVATIONS. 32" 32' 40 igi ally signed by Raul ca po, Jr. N: n=Raul Ocampo, Jr., ci DC EXISTING MASONRY WALL Architects, ou=AR 6897, CLEAN & REMOVE ALL DEBRIS IN OPENINGS TO BE e a 1=roCad�c-architects.ne INFILLED C U PROVIDE LADDER TYPE at : 2021 .29 16:41 :24 -0 '00' HORIZ. REINF. EVERY OTHER BLOCK OR 16"O.C. w_ w BLOCK IN FILL w Q I EXIST. OPENING 11 #5 TIE DOWN IN CONC. O � m FILLED CELL, MIN. 6" J EMBED EPDXY GROUT w TO SOLID CONCRETE O a [� Ld SPLICE (MIN. 30" V1 OVERLAP) 7T+ Q rw� `./ H- > ARIES I--I O 0- O NOTE: INTERIOR INFILL SECTIONS OF CMU WALLS MAY BE w P.T. WOOD ATTACHED TO EXISTING WALLS w/1/4' x 3 1/2" ui z TAPCONS @a 24" O.C. & 6' FROM ENDS IN POURED CELLS @a v N EACH SIDE, TOP & BOTTOM AROUND OPENING EDGES. 0 1uj INFILL WALL FINISHES TO MATCH SURROUNDING WALL w PER OWNER Q w o T ~ 1 v Z Ln a O p L0 :EC C Q 0 1 1 TYP. INFILL DETAIL DWG IDENTIFICATION A110 3/8" = 1'-0" N 3 WALL TYPES & 0 DETAILS N y N C DRAWN CHECKED ) BY: TR/ST DATE: BY. ->'o DRnwwc DESIGN Designer a A m THE DATEED " CD 06/25/2021 Author a FOR THE j PURPOSE BID - Approver NOTED M N I� F-�F�I� I�nI�I�I��/�F�2F� N NJOB ML E IIV MINI BERS 3 21 -21138 3 � �I d N O O N N al 2 3 i5 N