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HomeMy WebLinkAbout7650 Gall BlvdOWNER: Sage Dental Jason Tieman Email: jtieman@mysagedental.com - - - -------- ------ --- 1227 Rockbridge Road, TEL: 404.291.8330 A-001 COVER SHEET M-001 NOTES, LEGENDS, & SYMBOLS Suite 300 FAX: 770.650.7559 A-002 GENERAL NOTES, SYMBOLS, & ABBREVIATIONS M-100 DEMO HVAC FLOOR PLAN A-003 GENERAL NOTES, ACCESSIBILITY REQUIREMENTS, GENERAL DETAILS M-101 HVAC FLOOR PLAN Stone Mountain, GA 30387 A-004 UL-DETAILS M-400 DETAILS A-005 PARTITION TYPES, DOORS AND DETAILS M-500 SPECIFICATIONS CONTRACTOR: Address: TBD TEL: TBD Email: TBD A-080 DEMOLITION PLAN A-091 LIFE SAFETY PLAN A-101 OVERALL FLOOR PLAN A-102 ENLARGED PLANS & ELEVATIONS ELECTRICAL: A-201 REFLECTED CEILING PLAN A-301 ARCH. ELECTRICAL LOCATION DIAGRAM - A-401 INTERIOR ELEVATIONS E-001 LEGEND & GENERAL NOTES ARCHITECT: Randall -Paulson Architects Tim Engelbert email: tengelbert@randallpaulson.com A-402 INTERIOR ELEVATIONS E-002 NOTES & DETAILS Historic Roswell MITI Alex Paulson email: alex dall ranaulson.com @ p A-403 INTERIOR ELEVATIONS E-003 ELECTRICAL RISER & SCHEDULES A-511 MILLWORK DETAILS E-050 ELECTRICAL DEMOLITION PLAN 85-A Mill Street, Suite 200 TEL: 770.650.7558 A-512 MILLWORK DETAILS E-100 LIGHTING PLAN Roswell, Georgia 30075 FAX: 770.650.7559 A - FINISH PLAN E-200 POWER PLAN A-801 01 SPECIFICATIONS MECHANICAL ENGINEER: McVeigh & Mangum Matthew Stone Email: mstone@mcveighmangum.com PLUMBING: Engineering, Inc 1955 Lake Park Drive SE Tony Fernandez Email: ternandez@mcveighmangum.com P-001 NOTES, LEGENDS, &SYMBOLS P-100 DEMO PLUMBING FLOOR PLAN Suite 325 TEL: 678.213.1616 P-101 DWV FLOOR PLAN Smyrna, Georgia 30080 P-102 DW FLOOR PLAN P-300 RISER DIAGRAMS ELECTRICAL ENGINEER: McVeigh & Mangum Ladd Marks email: Imarks@mcveighmangum.com ' P400 DETAILS Engineering, Inc 1955 Lake Park Drive SE TEL: 904.483.5200 Jacksonville, Florida 32256 DENTAL: D-101 DENTAL FLOOR PLAN PLUMBING ENGINEER: McVeigh & Mangum Matthew Stone Email: mstone@mcveighmangum.com Engineering, Inc 1955 Lake Park Drive SE Tony Fernandez Email: ternandez@mcveighmangum.com Suite 325 TEL: 678.213.1616 Smyrna, Georgia 30080 REVIEW DATE �I >0�' NAME OF DEVELOPMENT: SAGE DENTAL - ZEPHYRHILLS LOCATION OF DEVELOPMENT: 7650 GALL BOULEVARD. ZEPHYRHILLS, FLORIDA 33541 ARCHITECT: ALEX S. PAULSON PHONE #: 770-650-7558 STATE REGIS. #: AR91306 A: OCCUPANCY CLASSIFICATION: BUSINESS B: TYPE OF CONSTRUCTION: IIB SPRINKLERED: YES C: TOTAL AREA IN SQUARE FEET: ± 3,992 S.F. D: NUMBER OF STORIES: 1 STORY, NO MEZZANINE E: BUILDING PERMIT APPLIED FOR: TYPE OF PERMIT (INTERIOR RENOVATIONS AND TENANT IMPROVEMENTS) F: OCCUPANT: CALCULATED LOAD FOR OCCUPANCY: 60 OCC TOTAL OFFICE: BUSINESS ± 3,481 SF/ 150 = 24 OCCUPANTS WAITING ROOM: ASSEMBLY ± 265 SF/ 15 =18 OCCUPANTS BREAKROOM: ASSEMBLY ± 246 SF/ 15 =17 OCCUPANTS G: CALCULATED LOAD FOR PLUMBING FIXTURES: OFFICE (59 OCC.): TOILETS (OFFICE):1/25 UP TO 50 THEN 1/50.= (2) REQUIRED OFFICE (59 OCC,): SINKS (OFFICE):1/40 UP TO 80 THEN 1/80 = (2) REQUIRED TOTALS: TOILETS (REQUIRED): (2) TOILETS (PROVIDED): (2) SINKS (REQUIRED): (2) SINKS (PROVIDED): (2) H: ALL BUILDINGS DESCRIBED IN THESE PLANS SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE FLORIDA STATE CODES AS LISTED BELOW: BUILDING CODE - FLORIDA BUILDING CODE, BUILDING 7TH EDITION (2020) PLUMBING CODE - FLORIDA BUILDING CODE, PLUMBING 7TH EDITION (2020) MECHANICAL CODE - FLORIDA BUILDING CODE, MECHANICAL 7TH EDITION (2020) GAS CODE - FLORIDA BUILDING CODE, FUEL GAS 7TH EDITION (2020) ENERGY CONSERVATION - FLORIDA BUILDING CODE, ENERGY CONSERVATION 7TH EDITION (2020) FIRE CODE - FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) ELECTRICAL CODE - NFPA 70 - 2017 NATIONAL ELECTRICAL CODE LIFE SAFETY - 2021 NFPA 101, FLORIDA SPECIFIC AMENDMENTS EDITION: LIFE SAFETY CODE ACCESSIBILITY - 2020 FLORIDA BUILDING CODE, ACCESSIBILITY 7TH EDITION (2020) n 3 RED ARC���� r Roswell Mill 85-A Mill Street, Suite 290 Roswell, Georgia 30075 t 770.650.7558 f 179.650.7559 e-mail architects@randallpaulson.00m These plans and specifications are the property of flandag•Paulsao Architects, Incorporated. these documents may not he copied, reproduced, used or implemented in anyway, in part or in whole, without the written consent of llandalftlsoo Architects, Incorporated. All common low rights of copyright are hereby specifically reserved. RORIOA BEG ISTRATION#AA0003296 U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date Project No. 14 JUNE 2021 - 2Q21217.00 Sheet Title COVER SHEET' Sheet No. AmO01 ■Released for Construction ❑Not Released for Construction . . J A F M @ AT F FAHRENHEIT MAINT MAINTENANCE A AMPS FA FIRE ALARM MATL MATERIAL ACI AMERICAN CONCRETE INSTITUTE FAC FACTORY MAX MAXIMUM ACT ACOUSTICAL CEILING TILE FAP FIRE ALARM PANEL MDF MEDIUM DENSITY FIBERBOARD ADMIN ADMINISTRATIVE FC FOOTCANDLES MECH MECHANICAL ADA AMERICAN DISABILITIES ACT FDC FIRE DEPT. CONNECTION MFL MAXIMUM FORESEEABLE LOSS AFF ABOVE FINISHED FLOOR FEB FIRE EXTINGUISHER BRACKET MFR MANUFACTURER AHU AIR HANDLING UNIT FEC FIRE EXTINGUISHER CABINET MGR MANAGER AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION FF FINISH FLOOR MH MANHOLE AFF ABOVE FINISHED FLOOR FIN FINISH MHU MAKEUP AIR UNIT AHU AIR HANDLING UNIT FM FACTORY MUTUAL MIN MINIMUM AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION FP FIRE PROTECTION MISC MISCELLANEOUS ALUM - ALUMINUM FRP FIBERGLASS REINFORCED PANEL MM MILLMETER ALT ALTERNATE FT FEET MO MASONRY OPENING ANOD ANODIZED MOD MOTOR OPERATED DOOR ANSI AMERICAN NATIONAL STANDARDS INSTITUTE MPH MILES PER HOUR APPROX APPROXIMATELY M/W MICROWAVE ARCH ARCHITECTURAL �± ASTM AMERICAN SOCIETY FOR TESTING MATERIALS ASHRAE AMERICAN SOCIETY HEATING REFRIGERATING G GAS AND AIR CONDITIONING ENGINEERS GA GAUGE N AU AUXILIARY GALV GALVANIZED NA NOT APPLICABLE GVIIB GYPSUM WALLBOARD NEC NATIONAL ELECTRIC CODE GEN GENERATOR NEG NEGATIVE B GFCI ,GROUND FAULT CURRENT NFPA NATIONAL FIRE PROTECTION ASSOC INTERRUPTER BATT BATT INSULATION BB BULLETIN BOARD BD BOARD BFF BELOW FINISHED FLOOR BLDG BUILDING BIO BOTTOM OF BOS BOTTOM OF STEEL BTU BRITISH THERMAL UNIT CA CLEAR ANODIZED CFM CUBIC FEET PER MINUTE CIP CAST IN PLACE CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT CO CASED OPENING COL COLUMN CONC CONCRETE. CONT CONTINUOUS CPT CARPET CT CERAMIC TILE CU CUBIC CW COLD WATER D DBL DOUBLE DIA DIAMETER DN DOWN DOE DEPARTMENT OF ENERGY DR DOOR DS DOWNSPOUT D/W DISHWASHER DW DOMESTIC WATER DWG(S) DRAWINGS E E, ELEC ELECTRIC, ELECTRICAL EA EACH EF EXHAUST FAN EIFA EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT ELEV. EL ELEVATION EPDM ETHYLENE PROPYLENE DIENE MONOMER EPS EXTERIOR PAINT SYSTEM EQ EQUAL EQUIP EQUIPMENT ESFR EARLY SUPPRESSION FAST RESPONSE EVS ENVIRONMENT SERVICES CLOSET EWH ELECTRIC WALL HEATER EWC ELECTRIC WATER COOLER EXF, EF EXHAUST FAN EXP EXPANSION EXIST EXISTING EXT EXTERIOR GND GROUND H H HOOD HB HOSE BIBB HC HANDICAPPED HD HUB DRAIN HDWR HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HP HORSEPOWER HPS HIGH PRESSURE SODIUM HR HOUR HWH HOT WATER HEATER HZ HERTZ f e. IBC INTERNATIONAL BLDG CODE ICC INTERNATIONAL CODE COUNCIL ID INSIDE DIMENSION IE INVERT ELEVATION IECC INTL ENERGY CONSERVATION CODE IFC INTERNATIONAL FIRE CODE IG INSULATING GLASS I/M ICE MAKER IMC INTERNATIONAL MECHANICAL CODE IN INCHES INSUL INSULATION, INSULATING INV INVERT IPC INTERNATIONAL PLUMBING CODE J JB JOIST BEARING JT JOINT K.O. KNOCK OUT KW KILOWATT KV KILOVOLTS KVA KILOVOLT AMPS L LAM LAMINATE LAV LAVATORY LB POUND LF LINEAR FEET LSP LIFE SAFETY PLAN LT LEFT LVT LUXURY VINYL TILE NFWH NON -FREEZE WALLHYDRANT NIC NOT IN CONTRACT NO/# NUMBER NOM NOMINAL O OA OVERALL OC ON CENTER OCC OCCUPANT OD OUTSIDE DIMENSION OH OVERHEAD OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD P PA PUBLIC ADDRESS PERP PERPENDICULAR PIV POST INDICATOR VALVE PLAM PLASTIC LAMINATE POS POSITIVE PR PAIR PREFAB PREFABRICATED PR PAIR PRI PRIMARY PRV PRESSURE REDUCTION VALVE PSI POUNDS PER SQUARE INCH PSF POUND -FORCE PER SQUARE FOOT PT PRESSURE TREATMENT PVC POLYVINYL CHLORIDE Q QA QUALITY ASSURANCE QC QUALITY CONTROL 11 R RADIUS RA RETURN AIR RB RUBBER BASE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REINF REINFORCED REQD REQUIRED REF REFRIGERATOR REG REGISTRATION RL RAIN LEADER RM ROOM RT RIGHT RTU ROOF TOP UNIT ,J SA SUPPLY AIR SC SHADING COEFFICIENT SCHED,SCH SCHEDULE SD STORM DRAIN SEC SECONDARY SGL SINGLE SHGC SOLAR HEAT GAIN COEFFICIENT SIM SIMILAR SOG SLAB ON GRADE SS SANITARY SEWER LINE STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL I� TEL TELEPHONE TECH TECHNICAL TEMP TEMPERATURE THRESH THRESHOLD TI TENANTIMPROVEMENT T/O TOP OF TOS TOP OF STEEL TP TOILET PARTITION TR TRANSITION STRIP TSTAT THERMOSTAT TYP TYPICAL LIJ UH UNIT HEATER UL UNDERWRITERS LABORATORY UNO UNLESS OTHERWISE NOTED UTIL UTILITY V V VOLTS, VENT VA VOLTAMPS VCT RESILIENT VINYL VINYL COMPOSITION RESILIENT TILE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VTR VENT THROUGH ROOF VWC VINYL WALL COVERING 1T W WATER W/ WITH WC WATER CLOSET WCO WALL CLEANOUT WD WOOD WHSE WAREHOUSE WM WOMEN WP WEATHERPROOF I SYMBOLS WALL SECTION INDICATION DETAIL NUMBER A-000 DRAWN ON THIS SHEET ELEVATION INDICATION 1 DETAIL NUMBER A101 - DRAWN ON THIS SHEET PLAN DETAIL INDICATION DETAIL NUMBER 1 A-101 l - J DRAWN ON THIS SHEET INTERIOR ELEVATION INDICATION 1 DETAIL NUMBER A101 _ DRAWN ON THIS SHEET DOOR NUMBER INDICATION DOOR NUMBER WINDOW TYPE INDICATION O= WINDOW NUMBER ROOM INDICATION ROOM NAME NAME OF ROOM USED ON PLAN AND IN FINISH SCHEDULE 101 150 SF ELEVATION HEIGHT INDICATION HEIGHT ABOVE OR BELOW REFERENCE 0'-0 LOCATION OF REFERENCE HEIGHT ROOF SLOPE INDICATION 12 RUN 3� RISE SPECIAL NOTE INDICATION -- SPECIAL NOTES IN BOXES REFER TO SPECIFIC REQUIREMENTS NOT OTHERWISE OBVIOUS ON PLANS OR ELEMENTS OF WORK WHICH REQUIRE SPECIAL ATTENTION REFERENCE NORTH TRUE NORTH JOB NORTH PANEL NUMBER INDICATION P # # # PANEL NUMBER CENTERLINE PLAN NOTES TRANSITION CHANGE DEMOLITION KEY NOTE PARTITION KEYNOTE Fool GENERAL NOTES A PRODUCT SUBSTITUTION CONSTITUTES A REPRESENTATION THAT THE CONTRACTOR HAS INVESTIGATED PROPOSED PRODUCT AND DETERMINED THAT IT MEETS OR EXCEEDS THE QUALITY LEVEL OF THE SPECIFIED PRODUCT; THAT HE WILL PROVIDE THE SAME WARRANTY FOR THE SUBSTITUTION AS FOR THE SPECIFIED PRODUCT; THAT HE WILL COORDINATE INSTALLATION AND MAKE CHANGES TO OTHER WORK THAT MAY BE REQUIRED FOR THE WORK TO BE COMPLETE WITH NO ADDITIONAL COST TO THE OWNER; THAT HE WAIVES CLAIMS FOR ADDITIONAL COSTS OR TIME EXTENSION THAT MAY SUBSEQUENTLY ■ BECOME APPARENT; AND THAT HE WILL REIMBURSE THE OWNER AND/OR ARCHITECT FOR REVIEW OR REDESIGN SERVICES ASSOCIATED WITH RE -APPROVAL BY AUTHORITIES. SHOULD SUCH SUBSTITUTION IMPACT ANY CODE RELATED ITEMS IN THE DOCUMENTS SUCH AS, BUT NOT LIMITED TO, UL DETAILS, FIRE RATINGS, SIZING, SPACING OR REVISION OF STRUCTURAL REQUIREMENTS, IT SHALL BE THE CONTRACTOR'S DUTY TO RESEARCH AND PROVIDE ANY REQUIRED DOCUMENTATION INCLUDING SIGNED AND SEALED ENGINEERING CERTIFICATIONS AS MAY BE NECESSARY FOR APPROVALS BY AHJ. 1. REFER TO THE PROJECT SPECIFICATIONS FOR FURTHER INFORMATION. R A N D A L 2. THE DESIGN OF THIS PROJECT TO THE BEST OF OUR PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF COMPLIES WITH APPLICABLE PROVISIONS OF THE AMERICANS WITH DISABILITIES ACT (ADA), LATEST PREVAILING ANSI STANDARDS, AND THE FLORDIA ACCESSIBILITY CODE REQUIREMENTS AS THEY APPLY TO THIS PROJECT. BECAUSE THE REQUIREMENTS OF THE ADA ARE SUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORY INTERPRETATIONS, WE CANNOT AND DO NOT WARRANT OR GUARANTEE THAT THIS PROJECT WILL COMPLY WITH INTERPRETATIONS OF ADA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. P U L S O N ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PREVAILING EDITIONS OF ALL APPLICABLE STATE AND LOCAL CODES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR THE SCOPE OF THE WORK. a t c I t t 4. ANY ERRORS, INCONSISTENCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS DISCOVERED BY THE CONTRACTOR SHALL BE REPORTED PROMPTLY TO THE ARCHITECT BEFORE THE WORK IS DONE. E pF _�O 5. THE CONTRACTOR SHALL PROVIDE A WARRANTY FOR CORRECTION OF THE WORK OF THIS PROJECT FOR THE PERIOD OF ONE YEAR AFTER SUBSTANTIAL " • 9� COMPLETION OR AS OTHERWISE STIPULATED IN THE CONTRACT DOCUMENTS. Aso , 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING WORK WITH THE ARCHITECTURAL DRAWINGS. ALL DISCREPANCIES IN THE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION OF ANY CONFLICTS WITH ANY �,`, iso6 DESIGN ELEMENTS BEFORE THE WORK IS DONE. IF WORK IS COMPLETE & NOT APPROVED, THE WORK SHALL BE REDONE TO MEET INENT WITH NO ADDITIONAL F COST TO OWNER, c/S�FR E p ARL�`� 7. THE ARCHITECT IS NOT RESPONSIBLE FOR CHANGES MADE OR AUTHORIZED BY THE OWNER, OWNER'S REPRESENTATIVES, TENANTS, CONTRACTOR OR OTHERS WITHOUT WRITTEN CONSENT BY THE ARCHITECT OR CONSULTANT. 06,/S,2_021 8. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT OR OWNER'S REPRESENTATIVE AND THE OWNER A LIST OF ALL ITEMS AND THEIR DELIVERY SCHEDULES. R011lll THE LIST SHALL IDENTIFY ALL LONG -LEAD TIME ITEMS ON THE PROJECT SUCH AS MATERIALS, FABRICS, HARDWARE, ETC. PRIOR TO ORDERING AN ITEM, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT AND OWNER OF ANY ITEM WHICH MAY CAUSE THE PROJECT TO BE DELAYED. 05-A Mill Street, Suite 200 9. ALL SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO IMPLEMENTATION. PRIOR TO Roswell, Georgia 30075 SUBMISSION FOR REVIEW, THE CONTRACTOR SHALL VERIFY THAT THE PROPOSED SUBSTITUTE MEETS THE PERFORMANCE AND CONSTRUCTION t 170.650,7550 f 770.650.7559 SPECIFICATIONS OF THE SPECIFIED ITEM. e-mail a rchitgcB@'andalipauiSon.com 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DELAY TO THE MOVE -IN DATE CAUSED BY SCHEDULING WITHIN THE SCOPE OF THE WORK. =.: 11. THE EXTENT OF THE WORK SHALL BE LIMITED TO THAT INDICATED IN THE DRAWINGS. ANY ADDITIONAL WORK DONE MUST HAVE WRITTEN PERMISSION FROM THE ARCHITECT OR OWNER'S REPRESENTATIVE. WORK DONE WITHOUT WRITTEN PERMISSION SHALL BE AT THE CONTRACTOR'S EXPENSE. 12. THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT THE BUILDING OCCUPANTS, MATERIALS AND EXISTING FINISHES THROUGHOUT THE _ �msepansandspe catansara apmperiyv 8amla sonAreiritects DURATION OF THE WORK. BARRIERS TO CONTROL NOISE, DUST, AND SECURITY BETWEEN CONSTRUCTION AREAS -AND OCCUPIED AREAS OR PUBLIC AREAS Ins6rpardte 16adncamamsmaynadhecopaedApOuted usedar_ SHALL BE ERECTED AND MAINTAINED BY THE CONTRACTOR. pheredmay"Aweuapl )e;wa w6wifi Haut dandallPaulsoaArch ectxl rparated. ikesmmon IkisafcapYr Mare J . 13, THE CONTRACTOR SHALL FIELD VERIFY CONSTRUCTION TOLERANCES AND TAKE FIELD MEASUREMENTS OF ANY EXISTING CONDITIONS RELATED TO THE WORK OF THIS PROJECT. CONDITIONS ENCOUNTERED AT THE SITE MATERIALLY DIFFERENT FROM THOSE INDICATED IN THE CONTRACT DOCUMENTS SHALL BE PROMPTLY REPORTED TO THE ARCHITECT OR OWNER'S REPRESENTATIVE BEFORE THE CONDITIONS ARE DISTURBED.13. THE CONTRACTOR SHALL FIELD VERIFY FLORIDA REGISTRATIONNA0003296 CONSTRUCTION TOLERANCES AND TAKE FIELD MEASUREMENTS OF ANY EXISTING CONDITIONS RELATED TO THE WORK OF THIS PROJECT. CONDITIONS ENCOUNTERED AT THE SITE MATERIALLY DIFFERENT FROM THOSE INDICATED IN THE CONTRACT DOCUMENTS SHALL BE PROMPTLY REPORTED TO THE ARCHITECT OR OWNER'S REPRESENTATIVE BEFORE THE CONDITIONS ARE DISTURBED. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, PATCHING AND FITTING NECESSARY TO ACHIEVE THE SCOPE OF THE WORK. 15. EXISTING UTILITIES OR OTHER MECHANICAL, ELECTRICAL OR PLUMBING EQUIPMENT REQUIRING REMOVAL, CAPPING, TERMINATION, AND/OR RELOCATION TENANT SHALL BE INCLUDED IN THE OVERALL SCOPE AND PERFORMANCE OF THE PROJECT BY THE CONTRACTOR. 16. THE CONTRACTOR. SHALL PROTECT AND SHALL NOT DISCONNECT ALL EXISTING FIRE ALARM DEVICES, SMOKE ALARMS, SPRINKLER HEADS, EXIT SIGNS, BUILD -OUT ' ASSOCIATED WIRING, AND OTHER LIFE SAFETY DEVICES IN OPERATION. RELOCATE AS REQUIRED IN NEW PLAN. 17. ALL MATERIALS AND DEVICES USED FOR THIS PROJECT ARE TO BE NEW, NEITHER PREVIOUSLY STORED NOR PREVIOUSLY USED IN THIS OR ANOTHER LOCATION. 18. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 19. CENTERLINE OF PARTITIONS SHALL ALIGN WITH COLUMN, COLUMN' LINE, DIMENSION REFERENCE, OR CENTERLINE OF WINDOW MULLIONS AS SHOWN UNLESS OTHERWISE NOTED. at 20. DIMENSIONS ON THE FLOOR OR PARTITION PLAN ARE FROM FACE OF PARTITION FINISH TO FACE OF PARTITION FINISH UNLESS OTHERWISE NOTED. DIMENSIONS AT GLAZING WILL BE FACE OF GLASS TO FACE OF FINISH. 21. NEW WORK AT EXISTING CONDITIONS SHALL ALIGN WITH AND MATCH EXISTING WORK EXCEPT WHERE OTHERWISE DIMENSIONED OR DETAILED. 22. "TYPICAL" OR "TYP." SHALL MEAN THAT THE REFERENCED DETAIL OR DIMENSION SHALL APPLY FOR ALL SIMILAR CONDITIONS UNLESS OTHERWISE INDICATED. 23. PROVIDE BRACING ABOVE PARTITIONS AS NECESSARY TO SUPPORT ASSEMBLIES ATTACHED OR CONTAINED WITHIN IN COMPLIANCE WITH MINIMUM STANDARDS OF ASTM C645-88. DESIGN INTERIOR PARTITIONS FOR MAXIMUM DEFLECTION OF L/240. ZEP HYRH I LLS 24. AT EXISTING PARTITIONS TO REMAIN WHICH ARE CHANGED TO BE TENANT DEMISING PARTITIONS, MODIFY THE PARTITION CONSTRUCTION ASSEMBLY AS REQUIRED TO MEET THE REQUIREMENTS FOR THE APPLICABLE FIRE RATING. 25. PERMANENTLY IDENTIFY BOTH SIDES OF ALL FIRE RATED AND SMOKE PARTITIONS IN CONCEALED SPACES WITH PROPER WORDING OF WALL RATING. 26. ALL SOUND PARTITIONS SHALL INCLUDE ACOUSTICAL SEALANT AT BASE, HEAD, PERIMETER AND ALL OPENINGS. 27. PARTITIONS ABUTTING CURTAINWALL MULLIONS AND/OR STOREFRONT SHALL NOT BE ATTACHED BY SCREWS OR OTHER MECHANICAL FASTENERS. 28. ALL WOOD USED AS STUDS, BLOCKING OR BRACING SHALL BE PRESSURE TREATED IF EXPOSED TO WET AREAS, AND/OR IN CONTACT WITH CONCRETE OR MASONRY; AND FIRE TREATED. for 29. HORIZONTAL ELEMENTS SUCH AS DOOR HEADS SHALL BE MAINTAINED AT A CONSTANT LEVEL AND SHALL NOT FOLLOW VARIATIONS IN FLOOR PLANE. LEVEL FLOORS AS REQUIRED USING APPROVED LEVELING COMPOUND UNLESS OTHERWISE DIRECTED IN DRAWINGS. 30. PROVIDE BLOCKING, BRACING, AND NAILERS AS REQUIRED FOR MILLWORK (UPPER AND LOWER CABINETS), EQUIPMENT (I.E. RESTROOM), SHELVING, FIXTURES, ETC. CONTRACTOR TO COORDINATE REQUIRED HEIGHTS AND TYPE OF BLOCKING FOR LOCATIONS INDICATED AND/OR CODE REQUIREMENTS. WOOD BLOCKING SHALL BE FIRE TREATED. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY REINFORCING TO ACCOMMODATE INTERIOR FINISHES, FIXTURES AND EQUIPMENT AS DESCRIBED IN THE SCOPE OF THE WORK. 31. ALL SUBSTRATE SURFACES ARE TO BE PREPARED TO RECEIVE FINISH MATERIALS PER MANUFACTURER'S PRODUCT LITERATURE AND WRITTEN INSTRUCTIONS FOR INSTALLATION OR APPLICATION. PATCH AND REPAIR ALL FLOORS FOR SMOOTH AND LEVEL FINISH FLOOR INSTALLATION. 32. ALL FASTENERS AND ATTACHMENTS SHALL BE CONCEALED FROM VIEW UNLESS OTHERWISE NOTED.... ... ... .. ......... . ... 33. EXIT DOORS SHALL NOT REQUIRE THE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE INSIDE OF THE BUILDING PER THE LATEST PREVAILING EDITION OF THE NFPA 101 LIFE SAFETY CODE: LOCKS, LATCHES, AND ALARM DEVICES. 34. NEW AND EXISTING PENETRATIONS, WITHIN THE SCOPE OF THE WORK, INTO OR THROUGH EITHER VERTICAL OR HORIZONTAL FIRE -RATED BARRIERS SHALL BE PROTECTED BY A SYSTEM LISTED BY A RECOGNIZED TESTING AGENCY. PROVIDE A DETAIL AND LISTING NUMBER PER THE LATEST PREVAILING EDITION OF THE NFPA 101 LIFE SAFETY CODE: PENETRATIONS IN FIRE BARRIERS. 35. THE CONTRACTOR SHALL PROVIDE AND INSTALL EQUIPMENT AND APPLIANCES SPECIFIED UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE AND/OR COORDINATE INSTALLATION OF TENANT=FURNISHED EQUIPMENT AND APPLIANCES UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL VERIFY ALL PLUMBING AND ELECTRICAL REQUIREMENTS RELATED TO EQUIPMENT AND APPLIANCES IN THE SCOPE OF THE WORK. 36. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL, TELEPHONE/DATA, ELECTRICAL, LIGHTING AND U.S. HIGHWAY 301 &'PRETTY PLUMBING EQUIPMENT (TO INCLUDE ALL PIPING* DUCTWORK AND CONDUIT) AND THAT ALL REQUIRED CLEARANCE FOR INSTALLATION OR MAINTENANCE OR POND ROAD, ABOVE EQUIPMENT IS PROVIDED. ZEPHYRHILLS, FLORIDA 33541 37. VERIFY LOCATIONS OF ALL FIRE EXTINGUISHERS, SURFACE -MOUNTED OR RECESSED, FOR CODE COMPLIANCE. PROVIDE FIRE EXTINGUISHERS PER CODE IF NOT SHOWN ON DRAWINGS. 38. VERIFY LOCATIONS OF ALL ELECTRICAL DEVICE, LIFE SAFETY DEVICES AND THERMOSTAT LOCATIONS WITH ARCHITECT FOR COORDINATION WITH DESIGN ELEMENTS PRIOR TO INSTALLATION. AT LOCATIONS WHERE ELECTRICAL, MECHANICAL AND/OR OTHER DEVICES OCCUR TOGETHER BUT AT DIFFERENT HEIGHTS, Print Record THE DEVICES SHALL BE CENTERED ABOVE EACH OTHER. 39. AT RENOVATION/ADDITION PROJECTS WITH ELECTRICAL DEVICES AND COVER PLATES TO REMAIN, NEW ELECTRICAL DEVICES AND COVER PLATES SHALL 14 JUNE 2021 ISSUED FOR PERMIT MATCH EXISTING, UNLESS OTHERWISE NOTED IN CONSTRUCTION DOCUMENTS. 40. SIGNAGE UNDER SEPARATE CONTRACT (NIC). 41. FIRE EXTINGUISHERS, SPRINKLERS, AND FIRE ALARM DRAWINGS TO BE SUBMITTED TO FIRE MARSHAL BY FIRE SUPPRESSION CONTRACTOR AND APPROVED BEFORE WORK BEGINS. 42. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PREVAILING EDITIONS OF ALL APPLICABLE STATE AND LOCAL CODES. 43. VISITS TO THE SITE DURING THE BID PHASE SHALL BE COORDINATED WITH THE OWNERS REPRESENTATIVE. THE CONTRACTOR SHALL VERIFY LOCATIONS Revisions OF ALL EXISTING CONSTRUCTION AND SHALL VERIFY DIMENSIONS RELATING TO EXISTING CONDITIONS BEFORE ANY NEW CONSTRUCTION OF PARTITIONS OR WALLS IS COMMENCED. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IN WRITING AT ONCE. 44. WHERE WORK IS DONE ADJACENT TO EXISTING WORK/ FINISHES, CONTRACTOR IS TO PATCH AND REPAIR EXISTING AS REQUIRED FOR A "LIKE NEW" INSTALLATION. Date 14 JUNE 2021 Project No. 2021217.00 Sheet Title GENERAL NOTES, SYMBOLS, & ABBREVIATIONS Sheet No. Am002 ■ Released for Construction ❑Not Released for Construction " ADULT RESTROOMS 8" MAX AREA OF " 60 " " L ,, REtxtlf E_ 18 MAX CLEAR 37 MIN ELECTRICAL DUPLEX 6"MIN 41" MIN ...__ ._. z 52 MIN z E'_� _ _ .�. 8 - n " A� 1 36" MIN 1 42 MI eo . iri not In m 2" MIN/24" MIN O - CENTERLINE Figurero3,z>s Figuri17.03,4,.1: gure.:7ti3 9: Z 7"MIN TOILET CLEAR Fleigi,t aT i2aised Gharac in ai7a> file: haraci Abtsys i hisfi Fi it ri3r ►iin i. Pir grain Fes: - x 9 M 9 PAPER FLOOR "' O V.II -_� 703.2.5 CHARACTER HEIGHT. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH (16 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF M M z - - M M g SPACE o THE UPPERCASE LETTER "I". EXCEPTION: WHERE SEPARATE RAISED AND VISUAL CHARACTERS WITH THE SAME INFORMATION ARE PROVIDED, RAISED CHARACTER HEIGHT SHALL BE PERMITTED TO BE % INCH (13 MM) MINIMUM. ( " - - �' � � ALIGN 703.4 INSTALLATION HEIGHT AND LOCATION. SIGNS WITH I, I, KEEP BOXES TIGHT 0 S G S H TACTILE CHARACTERS SHALL COMPLY WITH 703.4. BACK WALL SIDE WALL CLEAR FLOOR 703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE SPACE AT WATER V.I.F. BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. , pull CLOSES NOTE: N A . EXCEPTION: TACTILE CHARACTERS FOR ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO COMPLY WITH 703.4.1. FIGURE 703.4.1 HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND MIRROR `co 1. KEEP OUTLETS AS CLOSE TOGETHER AS POSSIBLE. V.LF. n, i EXPOSED / \ 703.4.2 LOCATION. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ,. 9 .P� , THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT PIPES SHALL % 2. ORIENT OUTLETS VERTICALLY. TYPICAL, UNO. ACTIVE LEAF, BE INSULATED I P A. U L S 0 N HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS OR CLEAR o CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED -. - - s-�- - 6" MAX FL00 Z � BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. 2' ) OTHERWIS z E CLEAR R EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. I PROTECTED SPACE \ / r c h c a S ( y AGAINST o a, \ / TYPICAL OUTLET BOX PAIR Y � � 703.5 VISUAL CHARACTERS. VISUAL CHARACTERS SHALL COMPLY WITH 703.5. CONTACT \ / 703.5.6 HEIGHT FROM FINISH FLOOR OR GROUND. VISUAL CHARACTERS SHALL BE 40 INCHES (1015 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. `60"MINA �,0 F 0 5, -. . 36 EXCEPTION: VISUAL CHARACTERS INDICATING ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO COMPLY WITH 703.5.6. _ __ ft� MIN. TURNING IN. DEPT CLEAR FLOOR SPACE , AT LAVATORY DIAMETER < SECTION THROUGH so " LAVATORY PROVIDE WOOD BLOCKING FOR • 13.5 MIN. WALL CARRIER, TYPICAL ', 130 2010 ADA STANDARD - ACCESSIBLE SIGNAGE L c D _ - �,��� i , pull i RFD AR from o Sift, doorJ CLEAR z 06 5 OZ :_. _ _ I FLOOR I _ S Min � � � � ..... � � � T f SPACE 0° M � HC � � v x M Roswell Ill dos @) A t t z 85-R Dill Street, Suite 200 9 i t t Roswell. Georgia 30075 c T I, m min STANDARD TOILET ROOM ACCESSIBILITY DETAILS � _ - - - 13 I; 1 I n it I a ( 30" MIN t 770.65D.7558 l Z70.650.75h9 i` I 1 riii _ ) THESE DETAILS REPRESENT STANDARDS AS SHOWN AND -mail (nail architects@randallpaulson.com ACCEPTED BY THE AMERICAN DISABILITIES ACT (ADA, AND DRINKING FOUNTAINS SHALL COMPLY WITH 307 & 602 CLEAR FLOOR ( CLEAR FLOOR SPACE DRINKING FOUNTAIN (Tt' , " ,,." �_ ANSI A117.1) AND SHOULD BE USED AS A GUIDE FOR THE SPACE COMPLYING WITH 305 AND KNEE & TOE COMPLYING WITH 306, max "17 25 25 max ) AT URINALTM�fo� 1W - a� i 1 min ( l SCOPE AND TECHNICAL REQUIREMENTS FOR THIS REFER TO DETAIL ON THIS SHEET. �a)b o.} (5) l PROJECT. (a) ta) a€ .vsti0tt Projecting objects recessed Objects I pl�ti efevaion plan 1 ) Those plans and specifications are to property of Aandall•Paolson Arcldtects, IF! ura.1909 1=1$ure 3t.2 W Incorporated. These documents may not he copied, repreduced, used or Figure 31i6.3 crn + f iGfab Bars im I The �iearai�ce p ennmtod bl any way, in pad one whole, without the written consent of e Clearatit Wnge approach, pug We M ADA ACCE SS I B I L ITI E S GUIDELINES DRINKING FOUNTAIN gandail�anlsanArchikects;Incerporated. Aficommon law rights afcopyright are hereby specifically reserved: 2010 ADA STANDARD - TOE: KNEE: GRAB BAR: CLEARANCES FLORIDA REGISTRATIONNA0003296 Iw t i t NEW #3 BAR @ 16" O.C. 1 t ilk CUT EXIST SLAB AS REQ STAGGER CONNECTION. EPDXY 1 � j 20 max . >20,25 r�a�r' S1 1-6 MAX t 5" MIN 610 1as l R 12MIN "- NEW CONC SLAB ON IMUM INTO EXISTING TENANT . t RAT GRADE W/ 10 MIL VAPOR CONCRETE LAP BA l BARRIER OVER CLEAN ADD #3 CONT. HORZ BA COMPACTED SAND FILL CENTER NOTES: E Chi iV.. O LD CD �� BUILD -OUT T { r :. �� 1. CONCRETE TO BE F'c= 3,000 PSI MIN. W/ 5"t1"SLUMP. '' E CONTINUOUS RPRIOR TO NEW oc3 CO UOUS BA M N ROUGHEN EXISTING R ct 2. EPDXY GROUT TO BE F'c= 5,000 PSI. 1(l' y rax 10-24 max - Wfth h pull CONCRETE SURFACE. EXISTING SLAB ON FASTEN WITH BONDING 3. TOP OF NEW SLAB TO MATCH EXISTING. _ 10 max (a) (ti) 2s5 (a) (b) _� l AGENT, TYP. .. .: _ - a 4. STEEL REINFORCING TO BE 60 KSI. i ° n, e• Fi 3Q&�.f Fygnre s.2. IF`igr1 3013,3;�! Figure 348 3.2 ----,� - - at Ut1tbiructtrd Sidrr R, ° Un�bslfri F�tranrlr�ea>h ©I�tstru+rld High Forward Reach' ee +I�beitted Flgh 19ide ( l 5. NOTIFY ARCHITECT OF RECORD OF ANY DISCREPANCIES BEFORE COMMENCING THE WORK. t 1 j 1 ( M 5" EMBE 2010 ADA STANDARD - REACH RANGES REQUIREMENTS 61.0 60 min TYP. SLAB OPENING REPAIR DTL. ZEPHYRHILLS L_ 48 min J I •r i (� i _._.._ .-,-..... J48 Mtn 1 r t 1 . , fig; 36 mfn I a 3t} min __�_ ' �---- t)0r &rs 1 7$a ----� 12' min :r'Y 12 min 1 ...... 1 (a) (0) O.a. 60 min :305. - 305 L.,_,... ...._.,-.....,.I forward c7rcalle� 9t5 .. a5 i " 3 5/8 16 GA DIAGONAL BRACE. Fi{ u re SU0.2 Figure �05.3 Figare .3Q S;5' Figur9'3Q6 i 1 Figure �ti5.7,2 � � � BOTH DIRECTIONS TO T in C.fearFIoor:orGrooundS Space :- I 44pad: 7ltm 9. t o . Pa.. A.OSMOn of dear Floor or Ground Space Maneuvering. Clearance im.an /Alcove, Forward.Appinach maneuved a clearance in an:Alcove, Parallel Approach; STRUCTURE ABOVE for t i 0 I I 20 GA TOP TRACK 0 :_. !. '7 2010 ADA STANDARD - TURNING, CLEAR FLOOR, AND GROUND SPACE - z 0 I_ 0 2 LAYERS OF 3/4" FIRE RETARDANT PLYWOOD FULL a HEIGHT 1000 LB OF OUTWARD PULL 4 Mak 307.1 GENERAL. PROTRUDING OBJECTS SHALL COMPLY WITH 307. pSAM loci H 0 3 5/8" 20 GA STEEL STUDS 16" 307.2 PROTRUSION LIMITS. OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES (685 MM) AND ap k O.C. TYP. NOT MORE THAN 80 INCHES (2030 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES (100 MM) MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. Cr #12 PANHEAD STEEL SCREWS 12" EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 41/2 INCHES (115 MM) MAXIMUM. O.C. ADVISORY 307.2 PROTRUSION LIMITS. WHEN A CANE IS USED AND THE ELEMENT IS IN THE 4,04.2.4.1 DETECTABLE RANGE, IT GIVES A PERSON SUFFICIENT TIME TO DETECT THE ELEMENT WITH THE ClearancesB PROVIDE 2" 20 GA STEEL STUDS CANE BEFORE THERE IS BODY CONTACT. ELEMENTS LOCATED ON CIRCULATION PATHS, o BLOCKING, SEE PLAN INCLUDING OPERABLE ELEMENTS, MUST COMPLY WITH REQUIREMENTS FOR PROTRUDING Al; - OBJECTS. FOR EXAMPLE, AWNINGS AND THEIR SUPPORTING STRUCTURES CANNOT REDUCE THE r MINIMUM REQUIRED VERTICAL CLEARANCE. SIMILARLY, CASEMENT WINDOWS, WHEN OPEN, 0 r, CANNOT ENCROACH MORE THAN 4 INCHES (100 MM) INTO CIRCULATION PATHS ABOVE 27 INCHES n (685 MM). 20GA STEEL FLOOR TRACK U.S. HIGHWAY 301 & PRETTY 2010 ADA STANDARD - DOOR APPROACH CLEARANCE POND ROAD, ZEPHYRHILLS, FLORIDA 33541 FIGURE 307.2 SHOWS AN UPRIGHT PERSON WALKING AND USING A CANE DETECTING BARRIERS ALONG A DIAGRAM 00ulre 3071 2 WALL. A WALL MOUNTED OBJECT, NOT LESS THAN 27 INCHES (685 MM) FROM THE FLOOR LEVEL, PROTRUDES 4 INCHES MAX. (100 MM) FROM THE WALL SURFACE, AND AN OBJECT OVERHEAD HAS A wiMA� arf Pfrxi~r�di�g objects RF,�F VERTICAL CLEARANCE THAT IS MORE THAN 80 INCHES (2030 MM). (2) 20 GAUGE 3 5/8' METAL P�" RTo Print Record STUDS NESTLED TOGETHER AWN 20 GAUGE 3 5/8" METAL STUD AT 16" O.C. EXTEND AND ATTACH TO (2) LAYERS 3/4" PLYWOOD GLUED AND 14 JUNE 2021 ISSUED FOR PERMIT SCREWED FLUSH TO FACE OF STUDS (MUST STRUCTURE ABOVE. 18 GA 362S200 DIAGONAL BRACE SPAN CORNER TO CORNER) 2010 ADA STANDARD - LIMITS OF PROTRUDING OBJECTS TO STRUCTURE ABOVE AT 16" 2" X 6" BACKING ( FIRE RETARDANT AS O.C. REQUIRED) INSTALL AT ALL WALL HUNG CABINET LOCATIONS. SEE FLOOR PLAN AND 18 GA 362S200 METAL STUDS AT U) CABINET ELEVATIONS. 16" O.C. EXTEND & ATTACH TO 2X BLOCKING STUDS AS NEEDED STRUCTURE ABOVE. Q ALIGN 2 X 6 BACKING FLUSH WITH STUDS > NOTE: „ , „ 1. MILLWORK BACKING TO SUPPORT 250 LBS OF TORQUE WEIGHT. / 18 GA 362S200 METAL BOX TOP& BOTTOM OF STUD ATTACHED Revisions - 1 - 4 1 - 4 2. FACE OF 2 X 6 BACKING TO BE FLUSH WITH STUDS. FRAME, AT 16" O.C. EXTEND & TO RUNNER TURNED 900 TO TOP & 3. SEE FLOOR PLAN FOR EXACT LOCATIONS. ATTACH TO STRUCTURE ABOVE. BOTTOM RUNNER FOR EACH 4. WOOD TO BE FIRE RETARDANT AS REQUIRED. PERPENDICULAR STUD TOP AND BOTTOM OF STUD ATTACHED 20 GAUGE 3 5/8"METAL STUD / SGL GANG BOX FOR POWER (SEE SHCEDULE) TO RUNNER TURNED 90 DEGREES TO AT 16" O.C. EXTEND AND 1' - 4" 1' - 4" 18 GA 362S200 METAL STUDS NESTED TOP AND BOTTOM RUNNER FOR EACH ATTACH TO STRUCTURE (2) LAYERS 3/4" PLY FLUSH WITH TOGETHER SGL GANG BOX FOR DATA (SEE SHCEDULE) PERPENDICULAR STUD. ABOVE. / STUDS FROM FINISHED FLOOR 2'-0"- 6-0". EACH LAYER TO BE 18 GA 362S200 METAL STUDS AT 16" SGL GANG BOX FOR OPT 2 POWER (SEE (2) 20 GAUGE 3 5/8" METAL MECHANICALLY ATTACHED AT 12" O.C. O.C. EXTENDED & ATTACHED TO io SHCEDULE) STUDS NESTLED TOGETHER (2) STANDARD 2" X 4" 20 GAUGE 3 5/8" METAL STUD AT 16" WITH #12 BY 2" LONG SELF TAPPING STRUCTURE ABOVE ROUGH IN BOXES. SEE O.C. EXTEND AND ATTACH TO PAN HEAD SCREWS SGL GANG BOX FOR OPT 2 DATA (SEE 20 GAUGE 3 5/8" METAL STUD AT 16" SHCEDULE) O.C. EXTEND AND ATTACH TO CD ELECTRICAL DRAWINGS STRUCTURE ABOVE. STRUCTURE ABOVE. FOR LOCATION. 2" X 6" BACKING (FIRE RETARDANT AS 2 LAYERS 3/4" PLYWOOD WITH REQUIRED) INSTALL AT ALL WALL HUNG 2 LAYERS 3/4" PLY FLUSH WITH STUDS STUDS FROM 48" TO 96" INCHES 2 LAYERS 3/4" FIRE CABINET LOCATIONS. SEE FLOOR PLAN AND FROM FINISHED FLOOR 2'-0" - 6'-0". PROVIDE 18 GA 362S200 HIGH. TREATED PLYWOOD CABINET ELEVATIONS. EACH LAYER TO BE MECHANICALLY WITH STUDS FROM 48" STEEL STUDS BLOCKING, SEE Date Project No. ATTACHED AT 12" O.C. WITH #12 BY 2" NOTE: TO 108" INCHES HIGH. LONG SELF TAPPING PAN HEAD PLAN' 14 JUNE 2021 2021217.00 1. EQUIPMENT BACKING TO SUPPORT 250 LBS OF TORQUE WEIGHT. SCREWS 3 5/8" 20 GA STEEL - 2. FACE OF PLYWOOD TO BE FLUSH WITH STUDS. NOTES: STUDS 16"O.C. TYP. Sheet Title 3. SEE FLOOR PLAN FOR EXACT LOCATIONS. 1. FACE OF PLYWOOD TO BE FLUSH WITH STUDS. GENERAL NOTES, 4. WOOD TO BE FIRE RETARDANT AS REQUIRED. 2. SEE FLOOR PLAN FOR LOCATIONS. G.C. TO COORDINATE FINAL BLOCKING LOCATIONS WITH ACCESSIBILITY REQUIREMENTS, EQUIPMENT PROVIDER PRIOR TO ORDER AND INSTALLATION. 3. WOOD TO BE FIRE RETARDANT IF REQUIRED. GENERAL DETAILS 4. THE WALL MOUNTING HARDWARE MUST BE SUFFICIENT TO WITHSTAND A 100 POUND (45KG) (2) LAYERS 3/4" PLYWOOD Sheet No. SHEAR LOAD AND A 450 POUND (250KG) WITH DRAWAL FORCE AT EACH OF THE FOUR (o GLUED AND SCREWED 9 X 75MM) LAG SCREWS. FLUSH TO FACE OF STUDS Am003 TV/ MONITOR BLOCKING ■Released for Construction (COMPUTER WORKSTATION BLOCKING, SIM.) WALL HUNG CABINET BACKING X-RAY BLOCKING PANORAMIC X-RAY SUPPORT ❑Not Released for Construction I � -- - rI1 BXUV. U419 Fire Resistance Ratings - ANSI/UL 263 Pa$e Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. e Fite resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with appricable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. 0 Only products which bear UUs Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSYUL 263 Design No. U419 August 14, 2010 Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & 5) 1. Floor and Ceiling Runners — (Not shown) — For use with Item 2 - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth to accommodate stud size, with min 1-1/4 in, long legs, attached to floor and ceding with fasteners 24 in. OC max. 1A. Framing Members* - Floor and Ceiling Runners — Not shown - In lieu of Item 1 — For use with Item 2A, proprietary channel shaped, min. 3-5/8 in. deep, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC max. Effective thickness is 0.034 in. CLARKWESTERN BUILDING SYSTEMS INC — UltraSTEELOP DIETRICH INDUSTRIES INC — UltraSTEEL@. 1B. Framing Members* - Floor and Ceiling Runners — (Not shown - In lieu of Item 1) — For use with Item 2A, proprietary channel shaped, min. 2-1/2 in. deep, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling fasteners 24 in. OC. max. Effective thickness is 0.034 in. CLARKWESTERN BUILDING SYSTEMS INC — UltraSTEEL® DIETRICH INDUSTRIES INC — UltraSTEEL@. 1C. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of item 1 — For use with Item 2C proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — ViperTrackTM CRACO MFG INC — SmartTrackT" MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25T" Track 1D. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2D, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick gals steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20ST" Track, Viper20DT" Track 1E. Framing Members*— Floor and Ceiling Runners — (Not shown) — In lieu of Item 1 - Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 1F. Floor and Ceiling Runners — (Not shown) —For use with Item 2B- Channel shaped, fabricated from min 20 MSG corrosion -protected or alv steel min depth to accommodate stud size with min 1 in. loll legs, attached to P 9 , P , 9 9, floor and ceiling with fasteners spaced max 24 in. OC. 1G. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1) — For use with Item 2F and 5F or 5G only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. CLARKWESTERN BUILDING SYSTEMS INC — CW ProTRAK DIETRICH INDUSTRIES INC — DIETRICH ProTRAK DMFCWBS L L C — ProTRAK TELLING INDUSTRIES L L C — TRUE-TRACKT" 1H. Framing Members* - Floor and Ceiling Runner— Not shown - In lieu of Item 1 — For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in. long legs fabricated from min 0.015 in. (min bare metal thickness) gale steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. SUPER STUD BUILDING PRODUCTS — The Edge 2. Steel Studs Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in, less than assembly height. 2A. Framing Members* - Steel Studs — In lieu of Item 2 - Proprietary channel shaped studs, min. depth as indicated under item 5, fabricated from min. 0015 in, (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. Allowable use of studs is shown in the table below. For direct attachment of gypsum board only. Effective thickness is 0.034 in. CLARKWESTERN BUILDING SYSTEMS INC — UltrdSTEEL® DIETRICH INDUSTRIES INC — UltraSTEEL@. 2B. Steel Studs — (As an alternate to item 2, For use with Items 5B & 5E) Channel shaped, fabricated from min 20 MSG corrosion -protected or gals steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 2C. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Item 5C) - Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO — ViperStud T" CRACO MFG INC — SmartStudTM MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25TM 2D. Framing Members* - Metal Studs — Not shown In lieu of Item 2 — For use with Item 1D, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20ST", Viper20DTM 2E. Framing Members*— Steel Studs — In lieu of Item 2 - For Use with Item 1E- Channel shaped studs, min depth as indicated under Rem 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 2F. Framing Members*— Steed Studs — (Not shown, As an alternate to Item 2) —For use with Item 1G and 5F or 5G only, channel shaped studs, min depth as indicated under Item 5F, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKWESTERN BUILDING SYSTEMS INC — CW ProSTUD DIETRICH INDUSTRIES INC — DIETRICH ProSTUD DMFCWBS L L C — ProSTUD TELLING INDUSTRIES L L C — TRUE-STUDT" 2G. Framing Members* - Metal Studs — Not shown - In lieu of Item 2 — For use with item 1H, proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-1/4 in, deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in. less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only.)- (Not Shown) - 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PSl or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat -head self -drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, fastener lengths for gypsum panels increased by min. 1/2 in. 4. Batts and Blankets* — (Required as indicated under item 5) — Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZ]Z) Categories for names of Classified companies. 4A. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiberor mineral wool insulation Daring the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZ3Z) Categories for names of Classified companies. 5. Gypsum Board* — Gypsum panels with beveled, square ortapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Stile of Wall Min Min No. of Min Stud Stud Layers Thkns of I Depth, in. Depth, in. & Thkns Insulation Rating, Hr Items 2, 2D, 2E, and 2G Item 2A of Panel (Item 4) 1 3-1/2 3-5/8 1 layer, 5/8 in. thick Optional i 1 2-1/2 3-5/8 1 layer, 1/2 in. thick 1-1/2 in. 1 1-5/8 3-5/8 1 layer, 3J4 in. thick Optional 2 1-5/8 2-1/2 2 layers, 1/2 in. thick Optional 2 1-5/8 2-1/2 2 layers, 5/8 in. thick ! Optional 2 3-1/2 3-5/8 1 layer, 3/4 in. thick 3 in. 3 1-5/8 2-1/2 3 layers, 1/2 in. thick Optional 3 1-5/8 2-1/2 2 layers, 3/4 in, thick Optional 3 1-5/8 2-1/2 3 layers, 5/8 in. thick Optional 4 1-5/8 2-1/2 4 layers, 5/8 in. thick optional 4 1-5/8 2-1/2 4 layers, 1/2 in, thick Optional 4 2-1J2 2-1/2 2 layers, 3/4 in. thick 2 in. CANADIAN GYPSUM COMPANY — 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in, thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in, thick Types IP-X3 or ULTRACODE USG MEXICO SA DEC V— 1/2 in. thick Type C, IP-X2, IPC-AR o r WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6. 5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one sloe of the assembly. Secured as described in Item 6. CANADIAN GYPSUM COMPANY — Type SHX. UNITED STATES GYPSUM CO — Type FRX-G, SHX. USG MEXICO S A DE C V — Type SHX. 5B. Gypsum Board* — (Not Shown) As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or V4 in. thick products are specified. For direct attachment only to steel studs Item 2B, (not to be used with Item 3) - Nom 5/8 in. or 3/4 in. may be used as alternate to all 5/8 in. or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Item 12). RAY -BAR ENGINEERING CORP — Type RB-LBG 5C. Gypsum Board* — (For Use With Item 2C) Rating Limited to 1 Hour. 5/8 in. thick, 48 in. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CANADIAN GYPSUM COMPANY — Type SCX. UNITED STATES GYPSUM CO — Type SCX. USG MEXICO S A DE C V — Type SCX. 5D. Gypsum Board* — (As an alternate to Item 5) — 5/8 in, thick, 48 in. wide, applied vertically or horizontally. Secured as described in Item 6. For use with Items 1 and 2 only. UNITED STATES GYPSUM CO — Type USGX. 5E. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2B, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head Hine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Neko 5F. Gypsum Board* — (As an alternate to Item 5) — For use with items 1G and 2F and limited to 1 Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Verticaljoints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX. 5G. Gypsum Board* — (As an alternate to item 5) — For use with Items 1G and 2F only, Gypsum panes with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal buttjoints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr —^ Min Stud Depth, in. Item 2F No. of Layers — & Thickness of Panel Min Thkns of Insulation (Item 4) 1 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, 1/2 in. thick Optional i 3 1-5/8 3 layers, 5/8 in. thick Optional j 4 1-5/8 4 layers, 5/8 in. thick . Optional 4 1 5/8 4 layers, 1/2 in thick Optional CANADIAN GYPSUM COMPANY — 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type SCX, SHX, IP-X1, AR, C, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE 6. Fasteners — (Not shown) — For use with Items 2 and 2F - Type S or S-12 steel screws used to attach panels to studs (Item 2) orfurring channel (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in, from first Iayer.Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5J8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four -layer systems: Fist layer- 1 in. long for 1/2 in., 5/8 in. thick panes, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in, thick panels or 2-5/8 in. Tong for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1J2 in, thick panes or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 6A. Fasteners — (Not shown) —For use with Item 2A - Type S or S-12 steel screws used to attach panels to studs (Item 2A). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8-1/2 in. OC with additional screws 1 in. and 2-1/2 in. from edges of the board when panels are horizontally. or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Tvrro layer systems applied vertically: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Two layer systems applied horizontally: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board. Second layer- 1-5/8 in, long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in, from each edge of the board with an additional screw placed 1-1/4 in, from each edge of the board with screws offset 8 in. from first layer. Three -layer systems: First layer- 1 in, long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an additional screw shall be placed 1-1/4 in. from each edge of the board. Four -layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 112 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in, thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an additional screw shall be placed 1-1/4 in. from each edge of the hard. 7. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 5A and 5E. 7A. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG gals steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 clips secured to studs with No. 8 x 1-1/2 in. minimum self -drilling, S-12 steel screw through the center grommet. RSIC-V clips secured to studs with No. 8 x 9/16 in. minimum self -drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC — Types RSIC-1, RSIC-V. 7B. Framing Members* — (Optional, Not Shown)— As an aiternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG gals steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE'CONTROL INC — Type Isomax 7C. Framing Members* — Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 7). Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient channels are friction fitted into clips, and then clips are secured to the steel stud with min. 1 in. long Type S-12 steel screws through the center hole of the clip and the resilient channel flange. KEENE BUILDING PRODUCTS CO INC — Type RC Assurance. 7D. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galy steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self -drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC — Type GENIECLIP 8. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Papertape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Bride or Stucco — (Optional, not shown) — Aluminum, vinyl or steel siding, brick veneer or stucco; meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants* — (Optional, not shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 11. Lead Batten Strips — (Not Shown, For Use With Item 5B) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (item 5B) and optional at remaining stud locations. Required behind vertical joints. 12. Lead Discs or Tabs — (Not Shown, For Use With Item 5B) - Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3J4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5B) underneath screw locations prior to the installation of the screws. Lead discs ortabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 13. Lead Batten Strips — (Not Shown, For Use With Item 5E) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C'. Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E) and optional at remaining stud locations. 14. Lead Tabs — (Not Shown, For Use With Item 5E) 2 in, wide, 5 in. long with a max thickness of 0.142 in. Tabs friction -fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. ng the UL Classification Mark on 2010-08-14 Print this aaoe Notice of Disclaimer Page Top Copyright t7 2011 Underwriters Laboratories Inc.@ e of a company's name or product in the database does not in itself assure that products so identified have been under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under i Service. Always look for the Marko n the product. reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide esigns and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of awings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories ear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following right © 2011 Underwriters Laboratories Inc.@" ;pendent wb kiin: f:vr a saf6r warm wlih li�t.� �it.�. t�cz�lor And knowted o, NZ P �A U L S 0 N arehiteCts 06-1!5-2102/ Roswell Mill 05-A Mill Street Suite 200 Boswell, Georgia 30075 070.650.1550 f 770.650.7559 e-mail architec s radal l t @ Ipau soo,com These plans and specifications are the property of NaodallPaulon luchilects, Incorporated. These documents may not he copied, mpteducei, used or. implemented in any way, in part arm whole, without the written consent of flandallfaulson Architects, Incogofated. All common law rights of copyright are hereby specifically reserved. FLORIDA BIG ISTRATION#AA0003296 TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record 14 JUG Revisions Date 14 JUNE 2021 Sheet Title UL-DETAILS Project No 2021217.00 Sheet No. AId. 004 ■Released for Construction ❑Not Released for Construction BOTTOM OF ROOF ASSEMBLY \ X / BRACE TO STRUCTURE - \ METAL STUDS @ 12" O.C. I I: SOUND ATTENUATION BATT INSULATION j = CEILING AS SCHEDULED BOTH I I SIDES I FINISH BEAD OR I _ CHANNEL AS REQUIRED BY SCHEDULED CEILING SYSTEM, CAULK CHANNEL WHERE IT MEETS WALL 1 LAYER 5/8" GYP. BD. ON / EACH SIDE I METAL STUDS I BASE AS SCHEDULED BOTH SIDES I ` SEALANT I WHERE WALL MOUNTED X-RAY RESIDES, PROVIDE DIAGONAL BRACING 16" O.C. FOR 48" BEYOND X-RAY IN BOTH DIRECTIONS, 15/8" STUDS @ 16" O.C. FURRED WALLS 3 5/8" STUDS @ 16" O.C. W/ SOUND SEE PLAN FOR LOCATION ATTENUATION BATT INSULATION 3 5/8' STUDS @ 16' O.C. W/ OUT SOUND 21/2" STUDS @ 16" O.C.FURRED WALLS ATTENUATION BATT INSULATION SEE PLAN FOR LOCATION SEE PLAN FOR LOCATION 6" STUDS @ 16" O.C. W/ SOUND 3 5/8" STUDS @ 16" O.C. ATTENUATION BATT INSULATION FURRED WALLS SEE PLAN FOR LOCATION SEE PLAN FOR LOCATION 6" STUDS @ 16" O.C. FURRED WALLS SEE PLAN FOR LOCATION co J BOTTOM OF ROOF % - BOTTOM OF ROOF BOTTOM OF ROOF BOTTOM OF ROOF BOTTOM OF ROOF ASSEMBLY / / / / ASSEMBLY I I - ASSEMBLY ( ASSEMBLY ASSEMBLY FIRE SEALANT / / FIRE SEALANT FIRE SEALANT FIRE SEALANT / THERMARBER SAFB THERMARBER SAFB - /� BRACE TO STRUCTURE- SOUND ATTENUATION I = - ACOUSTICAL SEALANT(ACOUSTICAL SEALANT METAL STUDS @ 12" O.C. BAIT INSULATION i I I BED BETWEEN PANELS BED BETWEEN PANELS CEILING AS _ / ABOVE ON ONE SIDE CEILING AS r CEILING AS AND STUDS) AND STUDS) SCHEDULED BOTH / SCHEDULED BOTH SCHEDULED BOTH FILL CAVITY WITH = FILL CAVITY WITH SIDES NEW CEILING AS = SIDES Y SIDES , i ACOUSTICAL ACOUSTICAL SCHEDULED ONE SIDE I INSULATION INSULATION FINISH BEAD OR FINISH BEAD OR _ FINISH BEAD OR I I< 2 LAYERS 5/8" GYP. BD. _ 1 LAYERS 5/8" TYPEX GYP. BD. CHANNEL AS REQUIRED CHANNEL AS REQUIRED CHANNEL AS REQUIRED ., I STAGGERED VERTICAL JOINTS STAGGERED VERTICAL JOINTS BY SCHEDULED CEILING CONTRACTOR TO VERIFY _ BY SCHEDULED CEILING I BY SCHEDULED CEILING I ON ONE SIDE OF ASSEMBLY. _ :' ON ONE SIDE OF ASSEMBLY. SYSTEM, CAULK EXISTING DEMISING WALL SYSTEM, CAULK SYSTEM, CAULK ATTACH GYP. BD. TO 7/8" RC-1 ATTACH GYP. BD. TO 7/8" RC-1 CHANNEL WHERE IT HAS 1 LAYER OF 5l8"TYPE = CHANNEL WHERE IT I CHANNEL WHERE IT RESILIENT CHANNEL: SCREW I RESILIENT CHANNEL. SCREW MEETS WALL "X" GYP ON BOTH SIDES OF MEETS WALL > I MEETS WALL ATTACH. FINISH JOINTS. ATTACH. FINISH JOINTS. THE WALL. INSURE ALL - OPENINGS ARE PROTECTED. I 3 LAYERS 518" GYP. BD. I 3 LAYERS 5/8" GYP. BD. IF I STAGGERED VERTICAL U4N0 STAGGERED VERTICAL T BRING WALL UP TO - � -_ JOINTS ON ONE SIDE OF I 1 LAYER 5/8" TYPE X JOINTS ON ONE SIDE OF 1 LAYER 5/8" TYP X GYP. 1 LAYER 5/8" GYP. BD. ON ALL GYP. BD. ON EACH SIDE. ASSEMBLY. SCREW ASSEMBLY. SCREW = ,= ATTACH. FINISH JOINTS. BD. ON ONE SIDE EXPOSED FACES ATTACH. FINISH JOINTS. NOTE: PATCH & REPAIR ANY I 1 LAYER 5/8" TYPE X DAMANGE OPENINGS W/ TYPE X GYP. BD. ON EACH SIDE. METAL STUDS GWB &FIRE RATED SEALANT METAL STUDS METAL STUDS I METAL STUDS I a METAL STUDS BASE AS SCHEDULED BASE AS SCHEDULED BASE AS SCHEDULED BASE AS SCHEDULED ONE SIDE BOTH SIDES BOTH SIDES I ON BOTH SIDES BASE AS SCHEDULED NEW TENANT SIDE I ON BOTH SIDES FIRE SEALANT ACOUSTICAL SEALANT FIRE SEALANT FIRE SEALANT FIRE SEALANT 4 6" STUDS @ 16" O.C. DEMISING WALL SEE PLAN FOR LOCATION PROVIDE MOISTURE RESISTANT DRYWALL AT ALL WET WALLS. 3 5/8" STUDS @ 16" O.C. TOILET ROOM WALLS SEE PLAN FOR LOCATION 6" STUDS @ 16" O.C. TOILET ROOM WALLS SEE PLAN FOR LOCATION 3 5/8" STUDS @ 16" O.C. 1 HR FIRE RATED WALL SEE PLAN FOR LOCATION ALL PENETRATIONS TO BE CAULKED AND SEALED DOOR SCHEDULE MARK LOCATION SIZE THICK DOOR FRAMES HDW. FUNCTN. FIRE RATING REMARKS: TYPE MATL. FINISH FRAME MATL. HEAD JAMB THRES HOLD 100 WAITING T-0"XT-0" 13/4" B GLASS/SCWD CA 1 H.M. 1/A-005 2/A-005 - 1(SIM) 100E ENTRY EXISTING 13/4" EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING MATCH EXISTING 101 OFFICE 3'-0"X7'-0" 13/4" A SCWD PT 1 H.M. 1/A-005 2/A-005 - 1 101E CORRIDOR EXISTING 13/4" EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING - MATCH EXISTING DOOR TO BE LOCKED SHUT PERMANENTLY 102 STORAGE T-0"X7'-0" 13/4" A SCWD PT 1 H.M. 1/A-005 21A-005 - 1 102E EXIT EXISTING 13/4" EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING - MATCH EXISTING 103 BREAK ROOM 3'-0"X7'-0" 13/4" A SCWD PT 1 H.M. 1/A-005 21A-005 - 4 103E EXIT 3'-0"X7'-0" 13/4" A H.M. PT 2 H.M. 1/A-005 2/A-005 - MATCH EXISTING 104 MED GAS T-0"X7'-0" 13/4" A SCWD PT 1 H.M. 1/A-005 2/A-005 - 5 45 MIN. INCLUDES CLOSER 105 TREATMENT 2 T-0"X7'-0" 13/4" A SCWD PT 1 H.M. 1/A-005 2/A-005 - 1 106 TREATMENT 1 T-0"X7'-0" 131e A SCWD PT 1 H.M. 1/A-005 21A-005 - 1 107 MECHANICAL T-0"X7'-0" 13/4" A SCWD PT 1 H.M. 1/A-005 2/A-005 - 1 108 IT 3'-0"X7'-0" 13/4" A SCWD PT 1 H.M. 1/A-005 21A-005 - 1 109. TOILET 3'-0"X7'-0" 13/4" A SCWD PT 1 H.M. 1/A-005 2/A-005 - 2 110 TOILET 3'-0"X7'-0" 13/4" A SCWD PT 1 H.M. 1/A-005 2/A-005 - 2 111 CONSULT 31-0"XT-0" 13/4" A SCWD PT 1 H.M. 1/A-005 2/A-005 - 1 112 STORAGE T-0"X7'-0" 13/4" A SCWD PT 1 H.M. 1/A-005 2/A-005 - 1 113 STORAGE T-0"XT-0" 1314" A SCWD PT 1 H.M. 1/A-005 21A-005 - 5 45 MIN. INCLUDES CLOSER 114 LAB 3'-0"XT-0" 13/4" A SCWD PT 1 H.M. 1/A-005 2/A-005 - 1 115 STRRAGE 3'-0"X7'-0" 13/4" A SCWD PT 1 H.M. 1/A-005 2/A-005 - 1 116 BIO 3'-0"X7'-0" 13/4" A SCWD PT 1 H.M. 1/A-005 2/A-005 - 3 HARDWARE FUNCTION LEGEND: 6" STUDS @ 16" O.C. SEE PLAN FOR LOCATION 6" STUDS @ 16" O.C. 1 HR FIRE RATED WALL SEE PLAN FOR LOCATION ALL PENETRATIONS TO BE CAULKED AND SEALED WALL TYPE NOTES: 1. WHERE INDICATED TO RECEIVE SOUND BATTS OR THERMAL INSULATION, EXTEND BATTS OR INSULATION FULL HEIGHT OF WALL. 2. PROVIDE MOISTURE RESISTANT DRYWALL AT ALL WET LOCATIONS. 3. PROVIDE MOISTURE RESISTANT DRYWALL AT ALL TOILET ROOM WALLS 4. EXTEND MOISTURE -RESISTANT BOARD T-0" BEYOND ALL SINKS. 5. ALL BOTTOM WALL TRACKS TO BE SET IN STRIP OF SOUND CAULK. 6. ALL BLOCKING TO BE FIRE RETARDANT TREATED. 7. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE -RESISTANCE -RATED WALLS (AND CORRESPONDING FIRE RESISTANT RATING) INCLUDING FIRE BARRIER WALLS, SMOKE BARRIER WALLS, FIRE PARTITIONS, FIRE WALLS, AND SHAFT ENCLOSURES BY INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACE 8. ALL STUDS 25 GA. MIN. UNLESS NOTED OTHERWISE. CONTRACTOR TO COORDINATE STUD GAUGE WITH EXISTING STRUCTURE ADN HEIGHT. MIN. DEFLECTION U240 WITH 5 PSF APPLIED PERPENDICULAR TO PARTITOIN. 9. NOT ALL WALL TYPES ARE USED. GENERAL DOOR AND FRAME NOTES: HARDWARE SET # 1 (QTY) (MANE) (ITEM TYPE) ITEM SERIES / DESCRIPTION) (FINISH) 3 CRPI HINGE BB-314-1/2" X 4-1/2" US26D /BRUSHED CHROME 1. THE DOOR FRAME FINISHES SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: 1 CRPI LOCKSET CSL00 X ULSD234 X ASA US26D / BRUSHED CHROME a. HOLLOW METAL DOORS: PAINT 1 CRPI WALL BUMPER WB26 US26D / BRUSHED CHROME b. HOLLOW METAL FRAMES: PAINT - GALVANNEAL FRAME 3 CRPI SILENCER DSM21 RUBBER c. WOOD DOORS: PAINT - STANDARD; ROTARY CUT BIRCH d. ALUMINUM DOORS (ALUM): FACTORY FINISH (FACTORY) HARDWARE SET # 2 e. ALUMINUM FRAMES (ALUM): FACTORY FINISH (FACTORY) (QTY) (MANF) (ITEM TYPE) (ITEM SERIES / DESCRIPTION) (FINISH) 3 CRPI HINGE BB-314-1/2" X 4-1/2" US26D / BRUSHED CHROME 2. ALL DOOR HARDWARE SHALL BE HANDICAP ACCESSIBLE, COMPLYING WITH 2O10 1 CRPI PRIVACY SET CSL20 X ULSD234 X ASA US26D / BRUSHED CHROME ADA STANDARDS FOR ACCESSIBLE DESIGN. 1 CRPI DOOR CLOSER N900-PBF ALUM 1 CRPI WALL BUMPER WB26 US32D 3. CONTRACTOR SHALL FIX AND RE -STAIN OR PAINT ANY EXISTING DAMAGED DOOR 3 CRPI SILENCER DSM21 RUBBER SURFACE. HARDWARE SET # 3 (QTY) (MANF) (ITEM TYPE) (ITEM SERIES / DESCRIPTION) (FINISH) 4. WHERE DISCREPANCIES OCCUR BETWEEN THE DOOR SCHEDULED NOTES AND 3 CRPI HINGE BB-31 4-1/2"X 4-1/2" US26D / BRUSHED CHROME HARDWARE SPECIFICATIONS, NOTIFY THE ARCHITECT OF DISCREPANCIES TO REFER TO PARTITION TYPE H.M. FRAME 1 CRPI LOCKSET CSL00 X ULSD234 X ASA US26D / BRUSHED CHROME RECEIVE DIRECTION ON HOW TO PROCEED. 1 CRPI OVERHEAD HOLDER / STOP CR554S US26D 5. MAKE NEW DOOR FRAMES 16G KNOCK DOWN PAINTABLE CAULK REFER TO PARTITION TYPE METAL STUD FRAMING 3 CRPI SILENCER DSM21 RUBBER METAL STUD AROUND FRAME HARDWARE SET # 4 6. DOOR FRAMES INDICATED AS PT TO BE PAINTED SLATE ROCK, N460-5 HEADER/FRAMING BOTH SIDES (QTY) (MANF) (ITEM TYPE) (ITEM SERIES / DESCRIPTION) (FINISH) 3 CRPI HINGE BB-31 4-1/2"X 4-1/2" US26D / BRUSHED CHROME 7. DOORS INDICATED AS PT TO BE PAINTED WINTER WHITE H.M. FRAME 1 CRPI PASSAGE SET SL30 X ULSLD234 X ASA US26D / BRUSHED CHROME 1 CRPI DOOR CLOSER N900 - PBF ALUM GLAZING SCHEDULE: 1 CRPI WALL BUMPER WB26 US32D 3 CRPI SILENCER DSM21 RUBBER SEE DOOR SCHEDULE PAINTABLE CAULK AROUND SEE DOOR SCHEDULE HARDWARE SET # 5 0 1/2"TEMPERED GLASS -CLEAR FRAME BOTH SIDES (QTY) (MANF) (ITEM TYPE) (ITEM SERIES / DESCRIPTION) (FINISH) 3 CRPI HINGE BB-31 4-1/2"X 4-1/2" US26D / BRUSHED CHROME 1 CRPI LOCKSET CSL00 X ULSD234 X ASA US26D / BRUSHED CHROME 1 CRPI DOOR CLOSER N900 - PBF ALUM 1 CRPI MISSIZE DSM21 ING ALUM 3 CRPI SILENCER DSM21 RUBBER A-005 HEAD DETAIL A-005 JAMB D ETAI L 1 2 NOTE: HARDWARE SCHEDULE -TO BE PROVIDED BY AN ARCHITECTURAL HARDWARE CONSULTANT (AHC) BASED A-oo5 1 1 /2" = 1'-0" A-o05 1 1 /2" = 1'-0" ON PERFORMANCE HARDWARE SCHEDULE INCLUDED IN THE DRAWINGS. EXTERIOR HARDWARE IS TO MATCH THE BUILDING STANDARD UNLESS REQUIRED TO MODIFY FOR CODE OR OWNERS REQUEST. MASTER KEYED WHERE REQUIRED BY OWNER. SUBMIT THE SCHEDULE TO ARCHITECT PRIOR TO PROCEEDING WITH HARDWARE ORDERS OR INSTALLATIONS. ��� QPP crruPnt n r: 42= cr•uMr u C FINISHED FLOOR OSINGLE LEAF CMU HOLLOW METAL DOORFRAME DOOR FRAME DOOR FRAME TYPES SEE SCHEDULE w J \ M o \ w x U cn / w / w / OFLUSH PANEL SOLID CORE DOOR SEE SCHEDULE 4" 4" w J 0 w x U w w u) J J OSOLID CORE WOOD W/ FULL VISION GLASS DOOR TYPES FINISHED FLOOR I _ I N I ACOUSTIC PARTITION JOINT FILLER, EMSEAL ACOUSTIC PARTITION JOINT 1/2" x2"; PAINTED TO MATCH FILLER, PAINTED TO MATCH STOP GYP. BD. 1/2" FROM STOREFRONT. STOP GYP. FLUSH WITH = STOREFRONT MULLIONS. BREAK METAL; PAINTED FACE OF MULLION TO MATCH INTERIOR I WALL. 3 5/8" METAL STUDS 3 5/8" METAL STUDS 5/8" GYPSUM WALL BOARD 5/8" GYPSUM WALL BOARD PARTITION DETAIL - WALL AT STOREFRONT 1 1 /2" = 1'-0" PARTITION DETAIL WALL AT MULLION 1 1 /2" = 1'-0" 0-15-2021 fleswell Mill 86-A Mill Street, Suite 200 Roswell, Georgia 3007E 010.650.7558 f 770.650.1559 e-mail architectsrandallpaulson.com arch itectu re/interl ors These plans and specifications are to property of flandall•Farrison Architects, Incorporated. These documents may out he copied, reproduced, used or implemented at any way, in part or in whole, without the written consent 9 RandalRoulson Architects, Incorporated. All common law rights of copyright are hereby specifically rese me. FLORIDA REGISTRATION#AA0003296 TENANT I BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record risions Date 14 JUNE 2021 Project No. 2021217.00 Sheet Title PARTITION TYPES, DOORS AND DETAILS Sheet No. Am005 ■ Released for Construction ❑Not Released for Construction ELECTRICAL METERS TO REMAIN 1 EXT. DOOR TO BE E = = DEMOLISHED \ & FILLED IN. \ DOOR TO SHIFT DOWN 2 DEMOLITION FLOOR PLAN 1 /4" = 1'-0" EXISTING COLUMN TO REMAIN EXISTING RIBBON SLAB ONLY WITH SLAB LEAVE -OUT. CONTRACTOR TO POUR -BACK SLAB. SEE DETAIL 2/A-080 EXT. DOOR TO BE LOCKED SHUT PERMANENTLY L0 NEW CONC SLAB ON GRADE W/ 10 MIL VAPOR BARRIER OVER CLEAN COMPACTED SAND FILL WWF 6X6-W14X14;1" FROM TOP OF SLAB 19" NEW SLAB a . -5"EM NEW #3 BAR x 24" LONG AT MID DEPTH AND AT 32" O.C. PROVIDE 5" EMBEDED INTO EXISTING SLAB ON GRADE. USE HY-200 MAX ADHESIVE PRIOR TO NEW POUR. ROUGHEN EXISTING CONCRETE SURFACE. FASTEN WITH BONDING AGENT, TYP. EXISTING SLAB NOTES: 1. CONCRETE TO BE F'c= 4,000 PSI MIN. W/ 4"#1" SLUMP. 2. EPDXY GROUT TO BE F'c= 5,000 PSI. 3. TOP OF NEW SLAB TO MATCH EXISTING. 4. STEEL REINFORCING TO BE 60 KSI. 5. NOTIFY ARCHITECT OF RECORD OF ANY DISCREPANCIES BEFORE COMMENCING THE WORK. TYP. SLAB INFILL JOINT DETAIL 3/4" = 1'-0" NEW CONIC SLAB ON GRADE W/ 15 MIL VAPOR BARRIER OVER CLEAN COMPACTED SAND FILL WWF 6X6-W14X14;1" FROM TOP OF SLAB EXISTING SLAB ON CUT EXIST SLAB AS REQ T-6" MAX 12" MIN 5" EMBE — NEW #3 BAR @ 16" O.C. STAGGER CONNECTION. EPDXY 5" MINIMUM INTO EXISTING CONCRETE. LAP BAR 12" MIN. ADD #3 CONT. HORZ BAR AT CENTER. USE HY-200 MAX ADHESIVE PRIOR TO NEW POUR. ROUGHEN EXISTING CONCRETE SURFACE. FASTEN WITH BONDING AGENT, TYP., NOTES: 1. CONCRETE TO BE FI4,000 PSI MIN. W/ 4"f1" SLUMP. 2. EPDXY GROUT TO BE F'c= 5,000 PSI. 3. TOP OF NEW SLAB TO MATCH EXISTING. 4. STEEL REINFORCING TO BE 60 KSI. 5. NOTIFY ARCHITECT OF RECORD OF ANY DISCREPANCIES BEFORE COMMENCING THE WORK. TYP. SLAB OPENING REPAIR DTL. 3/4" = 1'-0" DEMOLITION GENERAL NOTES 1. DEMOLITION PLANS SHOW APPROXIMATE LAYOUT OF THE EXISTING BUILDING AND ARE NOT INTENDED TO REPRESENT PRECISE "AS -BUILT" CONDITIONS. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE PROJECT SITE AND BECOME FAMILIAR WITH ALL JOB CONDITIONS, INCLUDING EXISTING MECHANICAL, PLUMBING, AND ELECTRICAL WORK. 2.SHOULD THE CONTRACTOR ENCOUNTER CONDITIONS AT THE SITE MATERIALLY DIFFERING FROM THOSE INDICATED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY GIVE NOTICE TO THE OWNER'S REPRESENTATIVE OF SAID CONDITIONS BEFORE THEY ARE DISTURBED. 33HE CONTRACTOR SHALL CEASE OPERATIONS IMMEDIATELY IF HAZARDOUS OR CONTAMINATED MATERIALS SUCH AS ASBESTOS OR POLYCHLORINATED BIPHENYL (PCB), NOT PREVIOUSLY RENDERED HARMLESS, ARE ENCOUNTERED. CONTACT ARCHITECT AND OWNER IN WRITING. DO NOT RESUME OPERATIONS UNTIL DIRECTED, HAZARDOUS OR CONTAMINATED MATERIALS HAVE BEEN RENDERED HARMLESS, AND CONDITIONS ARE AGREED TO BY OWNER AND CONTRACTOR IN WRITING, 43HE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES. THIS INCLUDES SCHEDULING OF ALL WORK TO BE PERFORMED, COORDINATION OF ALL CUTTING, FITTING, PATCHING AND REPAIRING AS REQUIRED, ETC. 5.THE OWNER AND AFFECTED TENANT SHALL BE NOTIFIED PRIOR TO SHUTDOWN OF ANY SHARED MECHANICAL, PLUMBING AND/OR ELECTRICAL SYSTEMS. 63HE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING AS REQUIRED FOR TEMPORARY SUPPORT OF ALL WORK TO BE PERFORMED. THE SHORING AND BRACING SHALL PREVENT MOVEMENT, SETTLEMENT, AND/OR COLLAPSE OF STRUCTURE OR ELEMENT SHOWN TO REMAIN. IF REQUIRED SHORING AND BRACING SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCAL JURISDICTION. 7.EXISTING CONSTRUCTION SHOWN TO REMAIN INCLUDING BUT NOT LIMITED TO WALLS, PARTITIONS, DOORS, FRAMES, CONSTRUCTION AND MATERIALS BEYOND THE SCOPED AREA ETC. SHALL BE PROTECTED FROM WEATHER AND OTHER DAMAGE DURING CONSTRUCTION ACTIVITIES. DAMAGE TO EXISTING CONSTRUCTION SHOWN TO REMAIN SHALL BE RESTORED TO MATCH PRE -DAMAGED ADJACENT CONDITION AT NO ADDITIONAL COST TO OWNER. &EXISTING ITEMS OR MATERIAL TO BE SALVAGED SHALL EITHER BE CAREFULLY REMOVED, CLEANED AND STORED AT A LOCATION PROVIDED BY THE OWNER OR SHALL BE CAREFULLY REMOVED, CLEANED, TEMPORARILY STORED AND RE -USED AS SHOWN ON DRAWINGS. CONTRACTOR SHALL MAINTAIN AND PROVIDE TO OWNER A LIST OF ALL REMOVED AND SALVAGED ITEMS AT THE COMPLETION OF DEMOLITION WORK. SALVAGE EXISTING RATED DOORS, WINDOWS AND FRAMES TO MAINTAIN RATINGS FOR RE -USE. 93HE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATION OF MATERIAL WITHOUT PERMANENT DAMAGE OR MARRING. NEW MATERIAL SHALL BE SUBSTITUTED FOR EXISTING MATERIAL THE CONTRACTOR IS UNABLE TO PROTECT FROM PERMANENT DAMAGE OR MARRING. 10.EXISTING UTILITIES OR OTHER MECHANICAL, ELECTRICAL OR PLUMBING EQUIPMENT REQUIRING REMOVAL, CAPPING, TERMINATION, AND/ OR RELOCATION SHALL BE INCLUDED IN THE OVERALL SCOPE AND PERFORMANCE OF THE PROJECT BY THE CONTRACTOR. 11.THE CONTRACTOR SHALL PROTECT AND SHALL NOT DISCONNECT ALL EXISTING FIRE ALARM DEVICES, SMOKE ALARMS, SPRINKLER HEADS, EXIT SIGNS, ASSOCIATED WIRING, AND OTHER LIFE SAFETY DEVICES IN OPERATION. RELOCATE AS REQUIRED IN NEW PLAN. 12.EXISTING CONCRETE FLOOR SLABS, MASONRY WALLS AND EXISTING STRUCTURAL FRAMING SYSTEMS SHOWN TO BE REMOVED SHALL BE CLEANLY SAWCUT FROM EXISTING CONSTRUCTION. COMPLETELY REMOVE FOOTINGS, FOUNDATIONS AND ABOVEGROUND AND UNDERGROUND CONSTRUCTION AND INDICATED ON DRAWINGS. 13.EXISTING EXTERIOR WALL INSULATION SHALL BE LEFT IN PLACE OR SHALL BE REPLACED WITH NEW MATERIAL OF EQUAL INSULATING VALUE. 14.WHERE FINISHES ARE SHOWN TO BE REMOVED FROM EXISTING CONSTRUCTION, REPAIR AND PATCH REMAINING SUBSTRATES AND PREPARE FOR NEW FINISH. CAREFULLY REPLACE AND PATCH ALL REMAINING SUBSTRATES THAT WERE ORIGINALLY CONCEALED BY EXISTING FINISHES, BUT WILL NOW BE EXPOSED IN THE NEW CONSTRUCTION. 15.ALL INFILL OR REPLACEMENT WORK IS TO MATCH EXISTING CONDITIONS IN MATERIALS, CONSTRUCTION, RATING AND FINISH, UNLESS SPECIFICALLY NOTED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. 16.EXISTING CONDITIONS DISTURBED BY NEW WORK MUST BE RESTORED WITH SIMILAR NEW MATERIAL TO A CLEAN NEW CONDITION. ALL NEW MATERIALS SHALL MATCH EXISTING UNLESS OTHERWISE NOTED. 17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEBRIS REMOVAL. DO NOT ALLOW DEBRIS TO ACCUMULATE. ALL AREAS TO BE LEFT CLEAN DAILY. WASH AND CLEAN ALL WORK AFFECTED BY CONSTRUCTION AT COMPLETION OF PROJECT. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH TENANT AND SHALL VERIFY ALL TENANT REQUESTS WITH OWNERS REPRESENTATIVE PRIOR TO PERFORMING SUCH REQUESTS. 183HE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF IRREGULARITIES IN FLOOR FINISH AND/OR ELEVATION THAT BECOME APPARENT DUE TO DEMOLITION. 19.REMOVE AND REPLACE BROKEN CEILING TILES. 20.REMOVE ALL OBSOLETE PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT IN THEIR ENTIRETY THROUGHOUT TENANT SPACE AND ON THE ROOF, PARTICULARLY WHERE EXISTING ITEMS WILL INTERFERE WITH THE INSTALLATION OF NEW CONSTRUCTION, OR WHERE EXISTING ITEMS WILL BE EXPOSED IN THE NEW CONSTRUCTION, UNLESS SPECIFICALLY NOTED ELSEWHERE IN THE CONTRACT DOCUMENTS TO REMAIN. REPAIR AND PATCH SYSTEMS TO REMAIN WITH MATCHING EXISTING CONSTRUCTION AND AS INDICATED IN CONTRACT DOCUMENTS. COORDINATE WITH NEW CONSTRUCTION. 21. CONTRACTOR TO CONSTRUCT AND MAINTAIN TEMPORARY BARRIERS AND WALLS AS REQUIRED FOR NOISE AND DUST CONTROL BETWEEN CONSTRUCTION AREAS AND TENANT SPACES. KEYED DEMOLITION NOTES 1. REMOVE EXISTING DOOR, DOOR HARDWARE AND DOOR FRAME IN SAFE MANNER. REMOVE METAL STUD HEADER AND PATCH WALL. PATCH AND REPAIR WALL. 2. REMOVE A PORTION OF THE WALL AND PREPARE TO RECEIVE A NEW DOOR AND FRAME. 3. REMOVE PORTION OF EXISTING STOREFRONT AS REQUIRED TO INSTALL NEW FIXED WINDOW INTO EXISTING SYSTEM. COORDINATE FINAL DIMENSIONS IN FIELD. PARTITION LEGEND POCHE WALL INDICATES EXISTING TO REMAIN [ _ _ ] DASH LINE INDICATED ITEMS TO BE REMOVED 0 LINE INDICATES NEW PARTITION HATCH INDICATES AREAS NOT IN SCOPE 11 J 0F F(�9 h• - 9 • Lis AR91306 • ` FRED ARC 0�-15-ZOZ1 Boswell Mill 05-A Mill Street~ Suite 200 Roswell, Georgia 30075 t 770.650.1560 f 110.650.1669 e-mail architech@randalipaulson.com These plans and specifications are the property of NandalRoulson ArcWtocts, lacerp rated. Those documents may nai he copied, reproduced, used or implemented in any way, in Port or in whole, ridhout the written consent 0 8andalAulson Archhea Incorporated. AD common W rights of copAht are herohr spocifipl� reserved. FLORIDA REGISTRATIOWM0003296 TENANT BUILD -OUT at ZEPHYRH ILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date 14 JUNE 2021 Sheet Title DEMOLITION PLAN Project No. 2021217.00 Sheet No. _Am080 ■Released for Construction ❑Not Released for Construction I ACCESSORIES KEYNOTES KEY QTY MANF ACCESSORY TYPE ACCESSORY DESCRIPTION 1 1 ACT DEFIBRILLATOR CABINET 1417F12 3" ROLLED EDGE RECESSED TRIM WITH SILKSCREEN AED GRAPHIC 2 1 ACT FIRE EXTINGUISHER CABINET C1017F10 AMBSADR FG W/ HANDEL CR 3" TRIM WHITE EXT CAB 3 2 ASI GRAB BAR 10 - 3801-18 4 2 ASI GRAB BAR 10 - 3801- 36 5 2 ASI GRAB BAR 10 - 3801- 42 6 2 ASI MIRROR 10 - 0620 X 24" X 36" 7 2 ASI SOAP DISPENSER 10 - 0347 8 2 ASI TOILET TISSUE DISPENSER 10 - 0715 9 2 EX HAND DRYERS EXCEL XL - BW HAND DRYER EXISTING WALL ALIGN g:• B2 " to 3 O O NEW CMU W/ #5 BARS @ 32" FINISH O ', ." . , O 8 1 1 n: OC, MAX (CENTERED IN CELL) -DOWEL N fv 1 1 n INTO EXISTING CMU STOR. �4�01 • • t tINTEUGROUTED BLOCKS _ �. �. ;I � 1 A. � :< ,� ; 126 �/ F1 F1 ... -„ USING HILTI HY270 ADHESIVE € yy; < ._.. _ 115 � • STORAGE 1 G4 I 1r� • ii �, � � � � '' ti ' { � s �e c is ^ ./.f'' (6 MIN EMBED) 1 1 • RATED DOOR R • EXT. DOOR TO E B 1 125 45MIN.WITH y < LOCKED SHUT OPENBAY1 < OPEN BAY 2 BIO2 1 CLOSER AND SMOKE GASKET 1 OPEN BAY 3 OPEN BAY 4 j < ``:: `' 123 122 PERMANENTLY M Sim 128 _ —_ _— —_ 127 403 • 1 F1 1 -- -- -- -- NEW CMU INFILL @ EXISTING -101) • 113 • 101E DOOR LOCATION 116) 114 `•�•�•• •�•�' •�•�• , GROUT ALL VERT CELLS CONTAINING VERT REINFORCING 5 1 6 FULL HEIGHT OF WALL - USE 2,000 103E A-102 :Q PSI SELF CONSOLIDATIING GROUT 6112" --9'- T0-1/2" — - — - 10' - 81/2" "' 5' - 0" 1' - 9" 4' -11 1/2" — — — 19' - 9" A-102 0 W/ HI LIFT GROUT CLEAR, TYP. �' = NEW 5/8" GYP.BD OVER ALIGN ALIGN _ FURRING CHANNEL. I SEE FLOOR PLAN FOR 2 1 ri TYPE OF FURRED WALL OPEN BAY OPEN BAY 7 2 115 11 & `\ o N " I 1 OPEN BAY 5 OPEN BAY 6 120 / x. 12 � n o I ., ` NEW SELF -FURRING LATH, CEMENT CORRIDOR 2 PLASTER BASECOAT AND FINISH COAT- STERILIZATION 118 ` d » ;... PAINT WALL, TOP TO BOTTOM, END OR 2 I / TO NEXT DOWNSPOUT, OR OTHER VISUAL _? 117 BREAK POINT FOR SMOOTH SEAMLESS - AIR VALVE, SEE I PANO K,. P F VERIFY MATCH REPAIR. FIELD ERI Y COLOR TO C P J :.. 2 119 -403 3 I r' •'g� I , ` EXISTING. • // f k i.. J./ 9 -401 ;f�,.y<l y/i A.h` �. NEW CMU W/ #5 BARS @ 32 O O O O 4 IN CELL) OC, MAX (CENTERED LL - ' I — — — -:: INTO EXISTING CMU ; ........ ; 1 i 2 1 A-005 LINTEUGROUTED BLOCKS USING HILTI HY270 ADHESIVE a — (6" MIN EMBED) - EXISTING CONCRETE SLAB t, i . FIXED WINDOW 0. Z\ I , � �� �. FINISH FLOOR - EXISTING FOUNDATION Ll SECTION DETAIL @ INFILL 1" = 1'-0" 1 OVERALL FLOOR PLAN NoRTn A-101 1 /4" = 1'-0" /I PARTITION LEGEND POCHE WALL INDICATES EXISTING TO REMAIN C _ _ ] DASH LINE INDICATED ITEMS TO BE REMOVED LINE INDICATES NEW PARTITION HATCH INDICATES AREAS NOT IN SCOPE PARTITION PLAN GENERAL NOTES: 1. REFER TO PROJECT GENERAL NOTES FOR FURTHER INFORMATION. 2. SEE ENGINEERING DRAWINGS FOR MORE INFORMATION. COORDINATE PARTITION LAYOUT WITH MECHANICAL, ELECTRICAL, DATA, SPRINKLER AND PLUMBING WORK. NOTIFY ARCHITECT TO RESOLVE CONFLICTS WITH ANY DESIGN ELEMENTS. 3. PROVIDE TOILET ROOM SIGNS COMPLYING WITH THE REQUIREMENTS OF THE PREVAILING FLORIDA HANDICAP ACCESSIBILITY CODE. 4. PROVIDE AUDIBLE/ VISUAL SIGNAL APPLIANCES COMPLYING WITH THE REQUIREMENTS OF THE PREVAILING NFPA 72 AND FLORIDA ACCESSIBILITY CODES, IF REQUIRED BY LOCAL CODES. 5. CONTRACTOR TO PERMANENTLY IDENTIFY ALL FIRE -RATED WALLS (AND CORRESPONDING FIRE - RESISTANCE RATING) INCLUDING FIRE BARRIER WALLS, SMOKE BARRIER WALLS, FIRE PARTITIONS, FIRE WALLS AND SHAFT ENCLOSURES EITHER BY INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES THE FOLLOWING () HOUR FIRE AND SMOKE BARRIER. PROTECT ALL OPENINGS WITH FIRESTOPPING MATERIAL. IDENTIFICATION SHALL BE SPACED NO MORE THAN (12) TWELVE FEET ON CENTER WITH A MINIMUM LETTER SIZE OF (2) TWO INCHES IN HEIGHT IN CONTRASTING BACKGROUND. 6. ALL INSULATING MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH PREVAILING ASTM AND SBC. 7. ALL NEW WALLS EXCEEDING 19-0" IN UNBRACED LENGTH SHALL BE BRACED WITH A HORIZONTAL STUD CONNECTING THE TOP OF THE WALL WITH THE ADJACENT PERPENDICULAR WALL. THE HORIZONTAL BRACING SHALL START 5'-0" FROM THE CORNER OF THE INTERSECTION OF THE TWO WALLS CREATING A 45 DEGREE ANGLE. THE HORIZONTAL BRACING SHALL BE THE SAME STUD SIZE AND GAUGE AS THE WALL STUD. 8. ALL MILLWORK SHALL BE FABRICATED AND INSTALLED IN STRICT ACCORDANCE WITH THE PREVAILING EDITIONS OF ALL APPLICABLE STATE AND LOCAL CODES. CONTRACTOR TO MEET THE REQUIREMENTS OF THE PREVAILING ACCESSIBILITY CODES AS THEY PERTAIN TO MILLWORK OF ANY KIND. 9. THE CONTRACTOR SHALL FIELD VERIFY ALL MILLWORK DIMENSIONS PRIOR TO FABRICATION. 10. WRAP AND INSULATE ALL PLUMBING PIPES TO MEET CODE. 11. DOORS INDICATED ON PARTITION PLAN AS "EX" ARE EXISTING 12. CONTRACTOR TO PROVIDE FIRE EXTINGUISHERS PER CODE, OR 1/3000 SF, OR AS LOCATED ON PLANS MOUNTED @ 48" A.F.F. MAXIMUM TO TOP OF EXTINGUISHER HANDLE. SIZE OF FIRE EXTINGUISHERS SHALL BE MIN. AS INDICATED ON DRAWINGS OR REQUIRED BY FIRE MARSHAL. 1 J 0-15-2021 ffuswell bill 85-A fill Street, Suite 200 Roswell, Georgia 30075 t 710.6503550 f 770.650.1559 e-mail architect@?randallpoulson.com I These plans and specdications are An property of RandalVaulson Architects, Incorporated. Those documents may not he copied, rapreduced, used or implemented in any war, in part or in whole, without the written consent of RmndalRoulsoo Archtects, Incorporated. AR common low fights of copyright am hereby specifically roseraed. FLORIDA BIG ISTRATION#AA0003296 TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date 14 JUNE 2021 Project No. 2021217.00 Sheet Title OVERALL FLOOR PLAN Sheet No. A=1 ■Released for Construction ❑Not Released for Construction -40 10 SIM. CM O v M COMPUTER WORKSTATION CV 0 O 0 X-RAY MACHINE CV �J i 3'-01/2" 1 OPEN B -4400/ 6_ 3'- 0" X-RAY BUTTON 5 n-4O - / IA-402) 9 OP APRON HOLDER AY MILLWORK 5 COMPUTER, TYP. 102 1/2" = 1'-0" 0v A" T-0" COMPUTER WORKSTATION Cv U a Nt O II IIL /t__� COAT HOOK ENLARGED PLAN a TOILET 0 COAT HOOK -4,00 �_ 3' - 0" 3'- 0" 3'- 0 1 /2" X-RAY BUTTON -40 10 r- O M � f'M � I COMPUTER WORKSTATION CV CD 0 T� X-RAY MACHINE 9- APRON HOLDER OPEN BAY WORKSTATION, TYP. 1 /2" = 1'-0" a,_A" ENLARGED PLAN @ TOILET 2 PROJECT NORT 1 /2" = 1'-0" COAT HOOK NOTE: ALL ACCESSORIES AND MOUNTING HEIGHTS SHALL MEET ADA CODE. REFER TO SHEET A-003 FOR ADA DIAGRAMS. ELEVATION 1 /2" = 1'-0" 4 Al A. n- 11-1 � �.,I-1 TREATMENT ROOM, TYP. 1 /2" = 1'-0" _0" ,H FLOOR TOILET, TYP. NOTE: ALL ACCESSORIES AND MOUNTING HEIGHTS SHALL MEET ADA CODE. REFER TO SHEET A-003 FOR ADA DIAGRAMS. ELEVATION @ TO WALL, TYP. 1 /2" = 1'-0" _ 0" FINISH FLOOR u ILET ACCESSORIES KEYNOTES KEY QTY MANF ACCESSORY TYPE ACCESSORY DESCRIPTION 1 1 ACT DEFIBRILLATOR CABINET 1417F12 3" ROLLED EDGE RECESSED TRIM WITH SILKSCREEN AED GRAPHIC 2 1 ACT FIRE EXTINGUISHER CABINET C1017F10 AMBSADR FG W/ HANDEL CR 3" TRIM WHITE EXT CAB 3 2 ASI GRAB BAR 10 - 3801-18 4 2 ASI GRAB BAR 10 - 3801- 36 5 2 ASI GRAB BAR 10 - 3801- 42 6 2 ASI MIRROR 10 - 0620 X 24" X 36" 7 2 ASI SOAP DISPENSER 10 - 0347 8 2 ASI TOILET TISSUE DISPENSER 10 - 0715 9 2 EX HAND DRYERS EXCEL XL - BW HAND DRYER 0-15-2021 Roswell Mill 85-A Mill Street, Suite 200 Boswell, Georgia 30075 t170.650.7558 f 710.650.1559 e-mail architect@randalipaulson.com I These plans and specilicat"mas an the property of Randall -Poulson Architects, Incorporated. Those documents may not he copied, reproduced, used or implemented in any way, in part or in whole, ragout the wriffen consent of Naadall•PaalsenArchitects, Incorporated. All common Wfightsofcopyright are herehy spec'fiieallyrosarued. FLORIDA REGISTRATION#AA0003296 TENANT BUILD -OUT at ZEPHYRHILLS for s U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title ENLARGED PLANS & ELEVATIONS Sheet No. A=1 02 ---- -- -- :- r-- ■Released for Construction ❑Not Released for Construction 1 FINISH FLOOR A-201 1 /4" = 1'-0" CEILING AS SCHEDULED I w v W ---- — w 3 5/8" STUD TRACK 5/8" G.W.B. 4 #10 TEK SCREWS AT EACH CONNECTION (TYP.) DIAGONAL BRACING NOTE: USE THIS DETAIL FOR ALL SOFFITS ABOVE MILLWORK EXTEND STUD TO TRACK ABOVE. SCREW ATTACH CEILING AS SCHEDULED EXTEND GWB ABOVE CEILING 5/8" G.W.B. CEILING CEILING SOFFIT DETAIL 1 " = 1'-011 EXTEND STUD TO TRACK ABOVE. SCREW ATTACH z EXTEND GWB ABOVE CEILING, CEILING AS 4" MIN SCHEDULED :9 - CEILING AS SCHEDULED 3 5/8" STUD TRACK 5/8" G.W.B. 5/8" G.W.B. CEILING CEILING SOFFIT SECTION DETAIL 1 it = 1'-0" 5/8" G.W.B. 3 5/8" STUD TRACK 4 #10 TEK SCREWS AT EACH CONNECTION (TYP.) DIAGONAL BRACING I � i SEE =41 CEILING AS SCHEDULED EXTEND STUD TO TRACK ABOVE. SCREW ATTACH CEILING SOFFIT SECTION DETAIL 1 " = 1'-0" GENERAL RCP NOTES 1. ALL CEILING AREAS SHOWN AS FURRED DOWN TO BE FRAMED WITH METAL STUDS. OTHER AREAS TO BE FRAMED USING SUSPENDED SYSTEM. REFER TO SPECIFICATIONS. 2. ALL LIGHT FIXTURES, DIFFUSER, SPRINKLER HEADS, ETC. IN ACOUSTICAL LAY -IN CEILINGS SHALL BE LOCATED IN THE CENTER OF THE CEILING, UNLESS NOTED OTHERWISE. 3. ALL LIGHT FIXTURES, DIFFUSERS, SPRINKLER HEADS, ETC. IN DRYWALL CEILINGS SHALL BE CENTERED IN THE CEILING SPACE, UNLESS OTHERWISE NOTED. 4. USE CONCEALED SPRINKLER HEADS IN LOCATIONS WHERE SPRINKLER HEADS FALL ON GYP. BD. CEILING. SPRINKLER HEAD COVERS TO MATCH COLOR OF ADJACENT SURFACE WHERE COVER IS MOUNTED ON. RELOCATE AND/OR ADD SPRINKLERS AS REQUIRED FOR COMPLIANCE WITH ALL APPLICABLE CODES. RCP LEGEND SYMBOL DESCRIPTION PAINTED GYPSUM WALL BOARD CEILING, REFER TO FINISH SCHEDULE NEW ACOUSTICAL CEILING TILE, 2'X2' REFER TO FINISH SCHEDULE NEW V X 4' LED CEILING HUNG LIGHT FIXTURE NEW V X 2' LED CEILING HUNG LIGHT FIXTURE NEW 2' X 4' LED LAY -IN LIGHT FIXTURE ® NEW 6" X 2' LED LAY -IN LIGHT FIXTURE O RECESSED DOWNLIGHT FIXTURE PENDANT LIGHT FIXTURE WALL SCONCE LIGHTED MIRROR 4_�C�' EMERGENCY LIGHTING ()S SPEAKER. SEE ELECTRICAL DRAWINGS RCP TYPES ACT -1 ACOUSTIC CEILING TILES GWB-1 GYPSUM BOARD CEILING GWB - 2 FIRE RATED GYPSUM BOARD CEILING 1 J 0�-15-2021 Roswell Mill 85-R Mill Street, Suite 200 Roswell, Georgia 30075 t 770.650.7550 f 770.650.7559 e-mail arehitectsgrandallpaulson.com I These plans ood specifications are the property of hodell•Poulson Archtects, Iocorporoted. base documents may not he copied, reproduced, used or implemented in any Away, in part or in whole, without the written ceosent of BaodalRoulson Architects, Incorporated. All common law rights of copyright are horehy specifically rosomod. FLORIDA REGISTRATIONNA0003296 TENANT BUILD -OUT at ZEPHYRHILLS U.S. HIGHWAY 301 &PRETTY POND ROAD, ZEPHYRH ILLS, FLORIDA 33541 Print Record Revisions Date 14 JUNE 2021 Project No. 2021217.00 Sheet Title REFLECTED CEILING PLAN Sheet No. Am201 ■ Released for Construction ❑Not Released for Construction p- - Al 7- O, n- ARCH. ELECTRICAL 1 LOCATION DIAGRAM 301 1/4" = 1'41 GENERAL NOTES 1. THE PURPOSE OF THIS PLAN IS FOR LOCATION OF ELECTRICAL OUTLETS ONLY. (SEE ELECTRICAL DRAWINGS FOR ALARM SYSTEM, LIGHT SWITCHES, AND OTHER INFORMATION) 2. ALL WIRE CHASES TO HAVE 2" CONDUIT. 3. ALIGN FLOOR CORE WITH MILLWORK, COORDINATE WITH ELECTRICAL DRAWINGS. ELECTRICAL SYMBOLS LEGEND WALL RECEPTACLE - DEDICATED DUPLEX 8 WALL RECEPTACLE - DUPLEX WALL RECEPTACLE - QUAD 8 WALL RECEPTACLE - GFI DUPLEX GFI ® VOICE OUTLET ROUND BRASS RECESSED FLOOR DUPLEX OUTLET LOCATED AT OPERATORY SUITES o� JUNCTION BOX - QUAD OUTLET (DENTAL SERVICE WATER, VAC, COMPRESSED AIR, AND ELECTRICAL.) COORDINATE FINAL LOCATION WITH EQUIPMENT. $ SWITCH FOR X-RAY MACHINE ODJ JUNCTION BOX - DENTAL SERVICE WATER, VAC, AND COMPRESSED AIR. IN DATA JACK ABOVE CEILING NOTE: SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION PAUIS0N archifiects 06-15-ZOZI Roswell mill 05-A Mill Street Suite 200 Roswell, Georgia 30075 t 770.650.7550 f 110.650.7559 e-mail architects@randallpaulson.com A ' These pins and specification are the propem of RandaRoelson Architects, Incorporated. These documents may not he copied, reproduced used or implomented in angry way, in part or iewhy, whimut the written consent 0 RandalRoolson Architects, kgorad. AN can = law rights of copyright are Imrehy 3te*814 ro Md. FLORIDA REGISTRATIONNA0003296 TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title ARCH. ELECTRICAL LOCATION DIAGRAM Sheet No. Am301 ■Released for Construction ❑Not Released for Construction I r -- - I I T r i- i 1 SS-1 COUNTER TOP PL-1 — 1/4" REVEAL PAINTED BLACK N 0 M co I r CD M M - �O (V 3'-0" 111-0" CLEAR 4 3 -51 llt51 ELEVATION CHECK -IN 1 /2" = 1'-0" PT 1, OPEN TO BEYOND T-0" I 8'-8" CLEAR OPEN _ _ _ OPEN / BELOW BELOW 6" 3- 4" 1'-6" T-4" 4 13 3 -51 -51 -51 ELEVATION @ CHECK-OUT INTERIOR 112" = 1'-0" 7 -511 8'-0" EQ EQ EQ EQ �\ L� n UNDER COUNTER FRIDGE / \ L 1'-0" L 2'-6" L 2'-0" CLEAR CLEAR 11 16 11 10 -511 -511 -511 -511 ELEVATION LAB 1 /2" = 1'-0" 3'-0" OPEN TO SS-1 COUNTER TOP BEYOND PL-1 11' - 0" T - 0" NOTE: COORDINATE r CLEAR COUNTERTOP GROMMET r DROP LOCATIONS ON SITE SS-1 COUNTER TOP HEAVY DUTY RAKK SUPPORT OPEN �� BRACKET OR EQ. FINISH TO BELOW MATCH WALL. COORDINATE FINAL PEN oo — BRACKET LOCATION IN THE FIELD BELOW _ M0 o WITH CHAIR LOCATIONS. PL-1 WALL BASE AS SCHEDULED 8'-6' 1'-6' V-0' T (r 3 13 4 -51 -511 -51 ELEVATION CHECK -IN INTERIOR--- 1 /2" = 1'-0" 7 -511 T-6" EQ EQ EQ PROVIDE PL-1 FINISHED SIDES UPPER AND LOWER CAINBETS NOTE: COORDINATE PL-1 `li COUNTERTOP GROMMET DROP LOCATIONS ON SITE NOTE: COORDINATE SS-1 COUNTER TOP COUNTERTOP GROMMET DROP LOCATIONS ON SITE PL-1 `V ® oo N SS-1 COUNTER TOP PL-2 COUNTERTOP r WITH CURVED EDGE HEAVY DUTY RAKK SUPPORT BRACKET OR EQ. FINISH TO MATCH WALL. COORDINATE FINAL PL-1 O O BRACKET LOCATION IN THE FIELD WITH CHAIR LOCATIONS. WALL BASE AS — _ — OPEN N PL-1 SCHEDULED AllBELOW t 1 —1 6" l'-6" 6-61/2' X13 5 -511 -51 ELEVATION BUSINESS 2 OFFICE A-401) 1 /2" = 1'-0" PL-1 PL-1 FIN. END 3" X 12" EDGE BANDED SURFACE CUT-OUT W/ GLASS MOUNTED SOAP DISPENSER SURFACE AIR VALVE (SEE NOTE ABOVE) MOUNTED PAPER TOWEL DISPENSER AUTOCLAVE. STERL. N.I.C. �— SS-1 COUNTERTOP W/ 4" BACKSPLASH SS-1 TOP DRIP EDGE PL-1 ULTRAFAST AUTO. STERL. N.I.C. UNDER COUNTER FRIDG SAGE PROVIDED. C.G. TO INSTALL SS-1 PULL OUT W/ DRIP EDGE PL-1 FIN. END WALL BASE AS SCHEDULED PL-1 TOE KICK NOTE: 1/2"ANGLE STOP AIR VALVE MOUNTED IN WALL ABOVE COUNTER. FASTEN TO WALL FRAME OR BLOCKING AS REQ'D TO PROVIDE SECURE CONNECTION. COORDINATE W/ DENTAL EQUIP. SUPPLIER FOR ADDITIONAL INFORMATION. 2 5 4 3 1 -511 -511 -511 -511 -51 ELEVATION 9 STERILIZATION A-401 1/2" = 1'-0" SURFACE MOUNTED :R TOWEL DISPENSER SURFACE MOUNTED SOAP DISPENSER SS-1 COUNTERTOP 2 1/2" BACKSPLASH CV 0 CV <V SS-1 COUNTER TOP PL-1 1/4" REVEAL PAINTED M BLACK ELEVATION @CONSULT 112" = 1'-0" 3 -51 ELEVATION 1 /2" = 1'-0" NOTE: COORDINATE BLOCKING LOCATION IN FIELD WITH SAGE DENTAL PRIOR TO ORDER AND INSTALLATION PROVIDE ADDITIONAL BLOCKING AND SUPPORT FOR WALL MOUNTED COMPUTER FUTURE WALL' MOUNTED COMPUTER NOTE: COORDINATE COUNTERTOP GROMMET DROP LOCATIONS ON SITE PL-2 COUTERTOP HEAVY DUTY RAKK SUPPORT BRACKET OR EQ. FINISH TO MATCH WALL. COORDINATE FINAL BRACKET LOCATION IN THE FIELD WITH CHAIR LOCATIONS. WALL BASE AS SCHEDULED 7 -511 EQ EQ EQ EQ 0 0 0 ELEVATION @ STERIL. CLEAN 1 /2" = 1'-0" PT 1 u OPEN TO BEYOND T CV 3'-0" CLEAR 4 -51 CHECK-OUT. 1'-9" 3,-0" ------- -------------------- L-------------- Ji L---------- ---JI 7 7 o o o N OPEN _ BELOW 5 13 rim -51 -511 ELEVATION OFFICE 1 /2" = 1'-0" 20 7 8 -511 -511 -511 9'-8" 12" CLE 3'-0" 2'-3" 2'-3n 2'-21 /— PL-1 is i i L F----- o MICRO. /- SS-1 COUNTERTOP N FRIDG SAGE S/4 BACKSPLASH _ ti PROVIDED. C.G. TO � PL-1 INSTALL ° PL-1 TOE KICK L 3,_On L 2'-6" 2'-1n 2'-11, CLEAR CLEAR 16 10 -511 -511 ELEVATION BREAK 1/2" = 1'-0" NOTE: COORDINATE BLOCKING LOCATION IN FIELD WITH SAGE DENTAL PRIOR TO ORDER AND INSTALLATION PROVIDE ADDITIONAL BLOCKING AND SUPPORT FOR WALL MOUNTED COMPUTER FUTURE WALL MOUNTED COMPUTER NOTE: COORDINATE COUNTERTOP GROMMET DROP LOCATIONS ON SITE PL-2 COUTERTOP HEAVY DUTY RAKK SUPPORT BRACKET OR EQ. FINISH TO MATCH WALL. COORDINATE FINAL BRACKET LOCATION IN THE FIELD WITH CHAIR LOCATIONS. PL-1 WALL BASE AS SCHEDULED PL-1 MICRO. SAGE PROVIDED. G.C. INSTALLED SURFACE MOUNTED SOAP DISPENSER SURFACE MOUNTED PAPER TOWEL DISPENSER SS-1 COUNTERTOP W/ 4" BACKSPLASH PL-1 WALL BASE AS SCHEDULED OG-15-2021 Resell dill 05-A Mill Street Suite 200 Roswell, Georgia 30075 t 110.650.7550 f 710.650.1559 e-mail architects@randallpaulson.com These plans and spockahens are be property of Boodaltholson 116tects, Incorporated, these documents may am he copied, reproduced, used or implemented io any way, in part or in whuMe, without the written consent 0 Handailloulsoo Architects, kiporated. Al cemmee W dqlits of copyright are hereby �omlycaf� reserred. FLORIDA REGISTRATIONNA0003296 TENANT BUILD -OUT at ZEPHYRH ILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title INTERIOR ELEVATIONS Sheet No. Am401 ■Released for Construction ❑ Not Released for Construction FAUCET EQUIPPED W/ TAP MASTER CV SURFACE MOUNTED SOAP DISPENSER G.C. TO SUPPLY AND INSTALL 6 3/4" DIA. GREENO OPENING AND `D GROMMET FOR TRASH - BAG T ih 7 -51 I EQ EQ EQ EQ < >< >< >< > o 7 70 0 FIXED e OPEN BELOW PL-1 SURFACE WALL MOUNTED MOUNTED PAPER COMPUTER - TOWEL DISPENSER PROVIDED AND INSTALLED BY S NOTE: COORDINATE PAPER TOWEL COUNTERTOP DISPENSER - GROMMET DROP PROVIDED AND LOCATIONS ON SITE INSTALLED BY SS-1 COUNTERTOP CONTRACTOR W/ DIFFUSER BEHIND DETAIL ON A-005 PL-1 DUPLEX RECEPT. AND COAXIAL FOR COMPUTER WALL BASE AS SCHEDULED 1'-0" T- 0" L 4'-4" 1'-7" CLEAR 9 21 10 5 12 51 Sil -51 51 571 ELEVATION @ TREATMENT 1 MILLWORK 1/2" = 1'-0" ]1 10 -51 -51 PL-1 UPPER CABINETS 3" X 12" EDGE BANDED CUT- OUT W/ GLASS PL-1 WIRE CHASE SS-1 COUNTERTOP PL-1 BASE '0 0/ CABINETS PL-2 TOE KICK 3/4"_� III- 0" 101/2" 1'- 0" J-3/4" L L e � � a 0 0 0 0 ELEVATION @TREATMENT X-RAY 1 /2" = 1'-0" PL-1 UPPER CABINETS X-RAY EXPOSURE CONTROL SS-1 COUNTERTOP PLA BASE CABINETS PL-2 TOE KICK ELEVATION @ 12 O'CLOCK ELEVATION @ 12 O'CLOCK CABINET FRONT CABINET BACK PROVIDE ADDITIONAL BLOCKING AND SUPPORT FOR WALL MOUNTED X- RAY MACHINE AND WALL MOUNTED COMPUTER PROVIDE JUNCTION BOX AND WHIP FOR X-RAY MACHINE. COORDINATE WITH ELECTRICAL DRAWINGS. WALL MOUNTED X-RAY MACHINE. PROVIDE WALL BUMPERS AT X-RAY HEAD - PROVIDED AND INSTALLED BY SAGE WALL BASE AS SCHEDULED CL U r s ELEVATION @TREATMENT BACK WALL 1/2" = 1'-0" T - IV' T -ti- T -V' IV, T 6'-8" 17 19 18 -511 IV -511 ELEVATION ACCESSORI ES CABINET PHONE - PROVIDED AND INSTALLED BY SAGE APRON HOLDER -PROVIDED OWNER AND INSTALLED CONTRACTOR. PROVIDE BLOCKING AS REQUIRED PER MANF. RECOMMENDATIONS. COORDINATE FINAL LOCATION W/ SAGE PRIOR TO INSTALLATION WALL BASE AS SCHEDULED HEAVY DUTY COAT HOOK - STYLE & COLOR TO MATCH EXISTING. PROVIDE 2 X 6 FIRE TREATED BLOCKING. COORDINATE FINAL LOCATION W1 SAGE PRIOR TO INSTALLATION. PROVIDED BY AND INSTALLED BY CONTRACTOR (TYPICAL FOR ALL COAT HOOKS) SS-1 COUNTERTOP W/ 4"BACKSPLASH PL-1 FIN. END PANEL PL-1 TOE KICK WALL BASE AS SCHEDULED CL ELEVATION @TREATMENT SIDE WALL 1/2" = 1'-0" 18 rl '9\1., 17 -511 -511 -511 ELEVATION ACCESSORIES CABINET COMPUTER 1 /2" = 1'-0" A-402 1 /2" = 1'-0" A-402 1 /2" = 1'-0" A-402 1 /2" = 1'-0" APRON HOLDER -PROVIDED OWNER AND INSTALLED CONTRACTOR, PROVIDE BLOCKING AS REQUIRED PER MANF. RECOMMENDATIONS. COORDINATE FINAL LOCATION W/ SAGE PRIOR TO INSTALLATION WALL BASE AS SCHEDULED ELEVATION @OPEN BAY BACK WALL 'L-1 'L-1 "U" SUPPORT :1-1 WIRE CHASE 38-1 COUNTERTOP N/ RADIUS END TOP DL-1 RADIUS 'ANEL rAPMASTER 1770 EURO -OOT ACTIVATOR 3L-2 RADIUS rOE KICK ELEVATION @CENTER CONSOLE FRONT PL-1 RAI PANEL TAPMAE EURO F1 ACTIVAI L L L L ELEVATION @CENTER CONSOLE SIDE - COMPUTER 3" X 6" EDGE BANDED CUT- OUT FOR GLOVE DISPENSER 3" X 12" EDGE BANDED CUT-OUT W/ GLASS PL-1 WIRE CHASE PLA PL-1 "U" SUPPORT PL-1 WIRE CHASE SS-1 COUNTERTOP W/ RADIUS END TOP AIR VENT GROMMET PL-1 FIN. END PL-2 TOE KICK L L L L ELEVATION @CENTER CONSOLE SIDE HEAVY DUTY COAT HOOK - STYLE & COLOR TO MATCH EXISTING. PROVIDE 2 X 6 FIRE TREATED BLOCKING. COORDINATE FINAL LOCATION W/ SAGE PRIOR TO INSTALLATION. PROVIDED BY AND INSTALLED BY CONTRACTOR SOAP DISPENSER - PROVIDED AND INSTALLED BY CONTRACTOR WALL BASE AS SCHEDULED COMPUTER WORKSTATION PROVIDED AND INSTALLED BY SAGE HEAVY DUTY COAT HOOK - STYLE & COLOR TO MATCH EXISTING. PROVIDE 2 X 6 FIRE TREATED BLOCKING. COORDINATE FINAL LOCATION W/ SAGE PRIOR TO INSTALLATION. PROVIDED BY AND INSTALLED BY CONTRACTOR (TYPICAL FOR ALL COAT HOOKS) SS-1 COUNTERTOP W/ 4"BACKSPLASH PL-1 FIN. END PANEL I��i�ti7�tL . WALL BASE AS SCHEDULED PL-1 WIRE CHASE 3" X 6" EDGE BANDED CUT- OUT FOR GLOVE DISPENSER 3" X 12" EDGE BANDED CUT-OUT W/ GLASS PL-1 PL-1 "U" SUPPORT PL-1 WIRE CHASE SS-1 COUNTERTOP W/ RADIUS END TOP AIR VENT GROMMET PL-1 RADIUS PANEL PL-2 TOE KICK TAPMASTER 1770 EURO FOOT ACTIVATOR 06-15-2021 Roswell Mill 85-A Mill Street, Suite 200 Boswell, Georgia 30075 t 110.650.1550 f 770.650.1559 e-mail arehitects@randallpaulson.com These plans and specifications are the property of Randall -Paulson Architects, Incorporated. fiese documents may not he copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of Randall�anlson ArshAeds, Incwperated. AN common haw righfs of copyright are harelip spnafieal� resereed. FLORIDA BIG ISTRATION#AA0003296 TENANT BUILD -OUT at ZEPHYRH ILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record 14 JUNE 21 Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title INTERIOR ELEVATIONS Sheet No. Am402 1 /2" = 1'-0" A-402 1 /2" = 1'-0" A-402 1 /2" = 1'-0" A-402 1 /2" = 1'-0" -- - - - — - --- — , , . I. aI 1JI 111 .6 5[7FTTI T1tn..i 1.1k..1i1 1i 1 1 r—lam ■Released for Construction FINot Released for Construction MTL STUD - SEE PARTITION SCHEDULE 2 X 6 WOOD BLOCK AT FACE OF DRYWALL i 5/8" DRYWALL AT FIRE - RATED WALL,SEE PARTITION SCHEDULE — PROVIDE ADDITI BLOCKING AND WALL MOUNTED CONTRACTOR Ti FINAL LOCATION PRIOR TO INSTA PL-1 ALL EXPOSI SURFACES WALL BASE AS SCHEDULED L----------i ELEVATION 1 /2" = 1'-0" G.C. TO PROVIDE EYE HOOKS AND CABLES TO ANCHOR CANISTERS WALL BASE AS SCHEDULED MED GAS ADJUSTABLE SHELVES BIO CONTAINER WALL BASE AS SCHEDULED L 2 ELEVATION @ BIO A-403 1 /2" = 1'-0" EQ FUTURE WALL MOUNTED TV. SEE BLOCKING DETAIL ON SHEET A-003 2" CONDUIT AT 117" AFF, LOCATED 3" LEFT CORNER DUPLEX AT 112" AFF, LOCATED 3" LEFT CORNER DATA AT 107" AFF, LOCATED 3" LEFT CORNER CPU ON BRACKET 2" CONDUIT AT 51" AFF, LOCATED 20" FROM LEFT CORNER, BEHIND MONITOR MOUNT MONITOR ON FIXED WALL MOUNT 51" AFF LOCATED 15" FROM LEFT CORNER PLAM WALL MOUNTED X-RAY SHELF - GC TO PROVIDE BLOCKING WALL BASE AS SCHEDULED PANO ELEVATION @ PANO 1 /2" = 1'-0" i PROVIDE ADDITIONAL i BLOCKING AND SUPPORT AS NEEDED FOR WALL r---------� MOUNTED TV EQ EQ i — — J 1'-2" 3R• r 3M• PROVIDE ADDITIONAL WALL MOUNTED COAT RACK. BLOCKING AND SUPPORT CONTRACTOR TO COORDINATE FINAL FOR MAG. RACK 3' 2LOCATION WITH SAGE DENTAL PRIOR - TO INSTALLATION. i WALL MOUNTED MAGAZINE i RACK -PROVIDED AND t° ---- —�`� M INSTALLED BY SAGE EH WALL BASE AS SCHEDULE WALL BASE AS SCHEDULED ELEVATION @WAITING ELEVATION @PLAQUE ROOM TV &WALL ELEVATION @WALL RACK MOUNTED MAG.RACK MOUNTED COAT 1 /2" = 1'-0" A-403 1 /2" = 1'-0" A-403 1 /2" = 1'-0" A U L S 0 N a rehitects 0G-6-20Z1 ftoswell mill 05-A Mill Street, Suite 200 Boswell, Georgia 30075 t 710.650.7550 f 770.650.7559 e-mail architects@randallpaulson.com I These plans and specifications are to proporty d Randall-Foolson Architects, Incorporated. These documents may am he copied, reproduced, used or implemented in any way, in part or inwho(e, without the writtea consent of 6aadalRFaulson rchrteets, Incorporated. AD common low fights al copyr%ht are hereby specifically resoned. FLORIDA REGISTRATIONNA0003296 TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title INTERIOR ELEVATIONS Sheet No. Am403 ■Released for Construction ❑ Not Released for Construction 3/4" PLYWOOD DOOR WITH PL-1 ON BOTH SIDES, HUNG ON CONCEALED HINGES 4"X14" GLASS GROMMET WITH 1/8" GLASS 5MM LINE HOLES AT 32MM O.C. N z o ALL INTERIOR SURFACES TO BE WHITE MELAMINE ° ° ° w PL-1 BOTTOM W a PARTITION AS SCHEDULED — — — — — a) I I 0 SS-1 COUNTER TOP WITH BACK IR SPLASH, 21/2" HIGH 2' - 4" J o W I W LU ¢ OPEN WHITE MELAMINE =� w INTERIOR -- ..........._.... W W 3/4" PLYWOOD DRAWER FRONT WITH PLA ON BOTH M '� M `e) SIDES �o cn ALL INTERIOR SURFACES TO �, N GRASSZARGEN6135 co O BE WHITE MELAMINE �, w W o W GRASS ZARGEN 8435 co PL-2 TOE KICK 1 2' -1 1/2" MILLWORK SECTION DETAIL 314" PLYWOOD DOOR WITH PL-1 ON BOTH SIDES, HUNG ON CONCEALED HINGES V - 8" 4"X14" GLASS GROMMET WITH 1/8" GLASS 5MM LINE HOLES AT 32MM O.C. ALL INTERIOR SURFACES TO BE WHITE MELAMINE PLA BOTTOM PARTITION AS SCHEDULED SS-1 COUNTER TOP SS-1 PULL-OUT SHELF WITH DRIP EDGE 3/4" PLYWOOD DRAWER FRONT WITH PLA ON BOTH SIDES ALL INTERIOR SURFACES TO BE WHITE MELAMINE PL 2 TOE KICK ° o 0 W 0 o 0 0 o o UJ w w U) I I I a 2'-4" � co w z 0 12LU w W w N N co r---- o J W W U GRAMARGEN6135 v in 2' - 21/2" 2" MILLWORK SECTION DETA 3/4" PLYWOOD DOOR WITH PL-1 ON BOTH SIDES 5MM LINE HOLES AT 32MM O.C. ALL INTERIOR SURFACES TO BE WHITE MELAMINE PLA BOTTOM PARTITION AS SCHEDULED — SS-1 COUNTER TOP WITH BACK SPLASH WRAP PIPES AS REQUIRED BY CODE 3/4" PLYWOOD DOOR WITH PLA ON BOTH SIDES, HUNG ON CONCEALED HINGES — ALL INTERIOR SURFACES TO BE WHITE MELAMINE PL-2 TOE KICK TAPMASTER 1770 EURO FOOT ACTIVATOR 1'-7 o 0 ° ° o ° o o o - o 2'-4" l AGG A"JUS MIM SINK WNERETNERE S NOT SW 2'-1" 0 UJ W 0 a w o LU C w W W LU Cn CID a W W w co MILLWORK SECTION DETAIL USED @ STORAGAEIN HALLWAY 3/4" PLYWOOD DOOR WITH PL-1 ON BOTH SIDES, HUNG 3/4" PLYWOOD DOOR WITH ON CONCEALED HINGES 1' - 2" PL-1 ON BOTH SIDES, HUNG ON CONCEALED HINGES 1' - 2" 3"X6" GROMMET 5MM LINE HOLES AT 32MM O.C. z 5MM LINE HOLES AT 32MM O.C. 0 ALL INTERIOR SURFACES TO ° z ALL INTERIOR SURFACES TO BE WHITE MELAMINEo ~ o o w BE WHITE MELAMINE ° `'¢' 0 0 o o f PLABOTTOM co o w PLA BOTTOM U) PARTITION AS SCHEDULED o PARTITION AS SCHEDULED 0 SS-1 COUNTER TOP WITH BACK Q SPLASH, 21/2" HIGH 2' - 4" u>i z SS-1 COUNTER TOP WITH BACK w a SPLASH, 21/2" HIGH 2' - 4" �, z -� O 71 W > w Q OPEN WHITE MELAMINE �� W NW w INTERIOR w OPEN WHITE MELAMINE w _ _..... _......_ „ _ .._ _. _ co INTERIOR w w 3/4" PLYWOOD DRAWER c� __ .._ ..�...... ._ _ .._ ....__ _-- -- � FRONT WITH PLA ON BOTH c _ 314" PLYWOOD DRAWER cr SIDES M 182a65W FRONT WITH PLA ON BOTH a, o z SIDES GRASSZARG N6235850 tp z 0 z ALL INTERIOR SURFACES TO N GRAGSZARGE11513&550 ¢ N - o BE WHITE MELAMINE M `o � ALL INTERIOR SURFACES TO GRASSZARGEN813 w '� CO BE WHITE MELAMINE M `0 J �W r'w GRAsszArtGelsclssso to Q'zA CO PL-2 TOE KICK n o' PL-2 TOE KICK 2' -1 1/2" 4 MILLWORK SECTION DETAIL 5 MILLWORK SECTION DETAIL 6 MILLWORK SECTION DETAIL 3/4" = 1'-011 A-511 3/4" = 1'-01' A-511 3/4" = 1'-011 A-511 3/411 = 1'-0" A-511 3/411 = 1'-0" A-511 3/411 = 1'-0„ BLOCKING AS REQUIRED SHELVES ON ADJUSTABLE STANDARDS, MELAMINE FACED,1/2" THICK 11 0 ALL INTERIOR SURFACES TO o _o ° UJ ~ o W BE MELAMINE o > w 3/4" PLYWOOD DOOR WITH PLASTIC UJ LAMINATE ON BOTH SIDES, HUNG ON CONCEALED HINGES UNDERCABINET LIGHT FIXTURE M UPPER CABINET DETAIL 3/411 = 1'-0" BLOCKING AS REQUIRED SHELVES ON ADJUSTABLE STANDARDS, MELAMINE FACED,1/2" THICK ALL INTERIOR SURFACES TO BE MELAMINE 3/4" PLYWOOD DOOR WITH PLASTIC LAMINATE ON BOTH SIDES, HUNG ON CONCEALED HINGES FINISHED EDGE OF ADJACENT CABINET MICROWAV s t D A t I0 � • 71/2" TRASH HOLE WITH GROMMET 1-11T THICK COUNTER TOP WITH BACK SPLASH, 4" HIGH 3/4" PLYWOOD DOOR WITH PLASTIC LAMINATE ON BOTH SIDES, HUNG ON CONCEALED HINGES CAN BY OWNER ALL INTERIOR SURFACES TO BE MELAMINE PLASTIC LAMINATE BASE OF THE CABINET 2' -1" 1-1/2" THICK COUNTER TOP WITH BACK SPLASH, 4" HIGH FULL EXTENSION DRAWER C EQ EQ I- N r— —i 314" PLYWOOD DOOR WITH F z LAMINATE ON BOTH SIDES, i a ON CONCEALED HINGES co LU w SHELVES ON ADJUSTABLE w STANDARDS, MELAMINE LU Ill FACED, 1/2"THICK Ito ___ ALL INTERIOR SURFACES TC MELAMINE PLASTIC LAMINATE BASE OF THE CABINET � BASE CABINET DETAIL 1-11T THICK COUNTER TOP WITH BACK SPLASH, 4" HIGH ICE MAKER N.I.C. OR UNDER - COUNTER REFRIGERATOR N.I.C. FINISH END OF > u J u u u 0 MILLWORK SECTION DETAIL 2'-1" F__� U) I Ia \� I W o I"UJ w > W I O UJ W co I I� L- — — BASE CABINET DETAIL 1-1/2" THICK COUNTER TOP WITH BACK SPLASH, 4" HIGH FULL EXTENSION DRAWER GI 4" BRUSHED CHROME FINISH WIRE PULL MILL WORK SECTION DETAIL 3/4" = 1'-011 A-511 3/4" = 1'-0" A-511 3/4" = 1'-011 A-511 3/411 = 1'-011 A-511 3/4" = 1'-0" 1-1/2" THICK COUNTER TOP 2' " 1" 1-112" THICK COUNTER TOP V - 5" 1-1/2" THICK COUNTER TOP VARIES 1-1/2" THICK COUNTER TOP 2' -1" 1-1/2" THICK COUNTER TOP 2' -1" WITH BACK SPLASH, 4" HIGH 5" TRASH HOLE WITH GROMMET — 1' - 5" WITH BACK SPLASH, 4" HIGH WITH BACK SPLASH, 4" HIGH WITH BACK SPLASH, 4" HIGH WITH BACK SPLASH, 4" HIGH 1-1/2" THICK COUNTER TOP EQ EQ FULL EXTENSION DRAWER GLIDES FULL EXTENSION DRAWER GLIDES WITH BACK SPLASH, 4" HIGH s, TyP Cr FULL EXTENSION DRAWER GLIDES �, W WRAP PIPES AS REQUIRED BY CODE ALL INTERIOR SURFACES TO BE c`y T 3/4" PLYWOOD DOOR WITH PLASTIC iv 3/4" PLYWOOD DOOR WITH PLASTIC `- 3/4" PLYWOOD DOOR WITH PLASTIC W 3/4" PLYWOOD DOOR WITH PLASTIC MELAMINE o 3/4" PLYWOOD DOOR WITH PLASTIC _ _ LAMINATE ON BOTH SIDES, HUNG z LAMINATE ON BOTH SIDES, HUNG z LAMINATE ON BOTH SIDES, HUNG r-e^ z LAMINATE ON BOTH SIDES, HUNG z LAMINATE ON BOTH SIDES, HUNG ON CONCEALED HINGES o ON CONCEALED HINGES c� w w O i= > ON CONCEALED HINGES w 0 F ¢ ON CONCEALED HINGES w 0 ¢ 3/4" PLYWOOD DOOR WITH PLASTIC LAMINATE ON BOTH SIDES, HUNG > W w ON CONCEALED HINGES w 0 > w ¢ TOP MOUNTED FILE HANGER RAILS, MOUNT V-0 5/16" APART > w w TOP MOUNTED FILE HANGER RAILS, MOUNT V-0 5/16" APART ¢ ?ir w ¢ w ON CONCEALED HINGES w W CAN BY OWNER ¢ w W ALL INTERIOR SURFACES TO BE j w W W W > rn > w > w MELAMINE C0 ALL INTERIOR SURFACES TO BE LL LL ` W m ALL INTERIOR SURFACES TO BE � LL o = Cr W w cn ALL INTERIOR SURFACES TO BE �- w cn ATTACH BASE TO FRONT OF CABINET DOOR TO PROVIDE 3-0 " ALL INTERIOR SURFACES TO BE W MELAMINE N o a, g MELAMINE d o MELAMINE MIN. CLEAR ACCESS AT SINK MELAMINE I PLASTIC LAMINATE BASE OF THE CABINET _•__ s � PLASTIC LAMINATE BASE OF PLASTIC LAMINATE BASE OF PLASTIC LAMINATE BASE OF = PLASTIC LAMINATE BASE OF `r 3 " THE CABINET co ` " THE CABINET -"` THE CABINET THE CABINET MILLWORK SECTION MILLWORK SECTION DETAIL 14 MILLWORK SECTION DETAIL 15 BASE CABINET DETAIL 16 SINK CABINET DETAIL 17 BASE CABINET DETAIL 1$ DETAIL 3/411 = 1'-0" 1-1/2" THICK COUNTER TOP WITH BACK SPLASH, 4" HIGH PLASTIC LAMINATE PULL-OUT SHELF 3/4" PLYWOOD DOOR WITH PLASTIC LAMINATE ON BOTH SIDES, HUNG ON CONCEALED HINGES ALL INTERIOR SURFACES TO BE — MELAMINE PLASTIC LAMINATE BASE OF THE CABINET T-5" • e _ y �1 �F 10 BASE CABINET DETAIL A-511 3/4" = 1'-0" 3/411 = 1'-011 BLOCKING AS REQUIRED SHELVES ON ADJUSTABLE STANDARDS, MELAMINE FACED,1/2" THICK ALL INTERIOR SURFACES TO BE MELAMINE 3/4" PLYWOOD DOOR WITH PLASTIC LAMINATE ON BOTH SIDES, HUNG ON CONCEALED HINGES UPPER CABINET DETAIL 3/411 = 1'-011 3/4" = 1'-01, 1-1/2" THICK COUNTER TOP WITH BACK SPLASH, 4" HIGH WRAP PIPES AS REQUIRED B ALL INTERIOR SURFACES TO MELAMINE 3/4" PLYWOOD DOOR WITH PI LAMINATE ON BOTH SIDES, H ON CONCEALED HINGES ATTACH BASE TO FRONT OF CABINET DOOR TO PROVIDE MIN. CLEAR ACCESS AT SINK 21 BASE CABINET DETAIL 3/4" = 1'-0" 3/4" = 1'-011 3/411 1'-011 A-511 3/4" = 1'-0" MILLWORK GENERAL NOTES: 1. ROLL OUT SHELVES SHALL BE ABLE TO RESIST 150 LBS WHILE EXTENDED. 2. ROLLOUT SHELF TO TILT TO THE REAR AS REQUIRED TO PREVENT SHELF FROM SLIDING OUT DUE TO EQUAL WEIGHT, 3" MAX. 3. DRAWER SLIDES TO BE GRASS ZARGEN WITH SOFT CLOSE. 4. TYPICAL DOOR HINGES TO BE SEWDOORS IN NICKEL 5. DOOR KNOBS TO BE SEWDOORS SATIN NICKEL 6. ADJUSTABLE SHELF PINS TO BE K&V #345 NICKEL. USED @ TREATMENT ROOM CEILING WALL ABOVE SCREW ATTACH TO WALL IN PERMANENT MANNER 1' - 6" ALL INTERIOR SURFACES TO BE WHITE MELAMINE ° PLASTIC o o 0 LAMINATE DOOR 4" BRUSHED w w CHROME FINISHcn w WIRE PULL o o WALL BEYOND z O o o W z w O W F— w SHELVES ON ADJUSTABLE ° w STANDARDS, MELAMINE o w FACED,1/2" THICK W BLOCKING AS ° ° 11 REQUIRED, TYP. o o o a 3" > U J U U U 0 RFD AR 06-15-ZO21 Roswell Mill 05-A Mill Street, Suite 200 Roswell, GeoTia 30075 t 110.650.7550 l 170.650.7559 e-mail architects@randallpaulson.cem Those plans and spodficalions ue to property of Raodalftsoo Architects, Incorporated. Those docom a may get be copied, reprodoced, used or implemented in aq tray, in part or in whole, mithontthe Written consent of RmrdoPeelson Architects, Incorporated. AD common W rights of copyright are horo6yspasrfieaRyrosootred. RORIOA REGISTRATION M0003296 TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRH ILLS, FLORIDA 33541 Print Record Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title MILLWORK DETAILS Sheet No. Am511 -i- ----- - ----- - --- - I - ■Released for Construction FINot Released for Construction 1' - 6" (18") 18"D HEAVY DUTY 314" LAMINATE SHELVING ON ADJUSTABLE STANDARD @ 3" O.C. i0 CV BLOCKING AS REQUIRED, TYR a J J W W Q a U) W J W 2 Cn CM WORK STATION DETAIL END OF CABINET EDGE OF COUNTERTOP BASE CABINET BEYOND 1-1/2" RADIUS COUNTER, TYPICAL AT ALL OPEN SIDED COUNTERTOPS COUNTER TOP DETAIL CABINET SIDE SCRIBE MEMBERS DOOR CABINET SIDE INTERIOR CORNER CONDITION SIDE SPLASH DETAIL END WALL CONDITION 2 MISC. MILLWORK DETAIL FACE OF WALL 4" TALL SIDE SPLASH AT ALL WALLS WALL LINE SCRIBE MEMBER TYPICAL EDGE DETAIL 1-1/2" THICK COUNTER TOP _ WITH EASED EDGE DETAIL 1-1/2" THICK COUNTER TOP — 3/4" PLYWOOD CLAD WITH PLASTIC LAMINATE PROVIDE GROMMETS WITH COVERS IN COUNTERTOPS AT ALL ELECTRICAL OUTLETS IN FIELD RAAK BRACKET EH1818, PRE -FINISHED BLACK 3/4" REMOVABLE PLYWOOD PANEL CLAD WITH PLASTIC LAMINATE ON ALL EXPOSED SURFACES. 3/4" PLYWOOD CLAD WITH PLASTIC LAMINATE OPEN CHASE FOR WIRING SCHEDULED BASE 3'-0" 2'-0" PROVIDE GROMMETS WITH COVERS IN COUNTERTOPS AT ALL o ELECTRICAL OUTLETS IN FIELD 1-1/2" THICK COUNTER TOP — RAAK BRACKET EH1818, PRE -FINISHED BLACK 3/4" REMOVABLE PLYWOOD PANEL CLAD WITH PLASTIC LAMINATE ON ALL EXPOSED SURFACES. CV 3/4" PLYWOOD CLAD WITH PLASTIC LAMINATE OPEN CHASE FOR WIRING SCHEDULED BASE WORK STATION DETAIL 3'-0" WORK STATION DETA IL 1-1/2" THICK COUNT WITH BACK SPLASH BLOCKING AS REQL SUPPORT BRACKET 3/4" GYP. FACE - PA'. �11 i3+7T1>I�ite1F? WORKSURFACE DETA 3/411 = 1'-011 A-512 1" = 1'-01 A l2 3/411 = 1'-011 A-512 3/4" = 1'-0" A-512 3/4" = 1'-0" 3/4" PLYWOOD DOORS WITH PL-1 ON BOTH SIDES, HUNG ON CONCEALED HINGES 5MM LINE HOLES AT 32MM O.C. ALL INTERIOR SURFACES TO BE WHITE MELAMINE GLASS GROMMET WITH1/8" GLASS PL-1 BOTTOM PL-1 WIRE CHASE PL-1 "U" SUPPORT 1'- 5 318" 0 n ° O 1 ° ° o ° M " I 6 3/16" e 4" I 3/16" 1 13/16" r' SS-1 COUNTER TOP - 1'_8" N C4tMZARGEN 6232-400MM ALL INTERIOR SURFACES TO 00 BE WHITE MELAMINE - GRA3SZMr-O 6=-400MM �. o 00 1 GRASSZARGEN 6232-400MM �0_ sp CV co PL-2 TOE KICK is 1' - 41/2" CONSOLE DETAI L 6 A-512 3/4" = 1'-0" 3/4" PLYWOOD DOORS WITH PLA ON BOTH SIDES, HUNG ON CONCEALED HINGES — ALL INTERIOR SURFACES TO BE WHITE MELAMINE GLASS GROMMET WITH1/8" GLASS I>�ilZmTu>[il X-RAY EXPOSURE CONTROL REAR PL-1 WIRE CHASE SS-1 COUNTER TOP 3/4" PLYWOOD DOORS WITH PL-1 ON BOTH SIDES, HUNG ON CONCEALED HINGES — ALL INTERIOR SURFACES TO BE WHITE MELAMINE PL-2 TOE KICK 1'- 8" ti 1 C7 w FRONT _ 'o W N r m N cv o - .- Co 1 � CV m l' - 41/2" 1 1/2" 1 1/2" 12 O'CLOCK CABINET 3/4" = 1'-0" 2' - 011 PLA UPPER CABINET ON BOTH 3 5/16" 1'- 5 3/8" 3 5/1 " SIDES 3" X 6" EDGE BANDED CUT- PL-1 CHASE, BEYOND OUT FOR GLOVES DISPENSER I I I I _ ALL INTERIOR SURFACES TO 00 M BE WHITE MELAMINE ALL INTERIOR SURFACES TO BE WHITE MELAMINE 00 i PLA WIRE CHASE BEYOND 1 PL-1 BI FOLDING DOORS PL-1 "U" SUPPORT 1/2" 1/2" I I I I • - d' M I � SS-1 COUNTER TOP �- 1'- 8" 3/4" PLYWOOD DOORS WITH PL-1 ON BOTH SIDES, HUNG 3/4" PLYWOOD DOORS WITH ON CONCEALED HINGES PL-1 ON BOTH SIDES, HUNG `I r ON CONCEALED HINGES ALL INTERIOR SURFACES TO 5MM LINE HOLES AT 32MM O.C. BE WHITE MELAMINE o ALL INTERIOR SURFACES TO CUT-OUT IN SUB-BOT. FOR -1 CC) BE WHITE MELAMINE WIRE / PLUMBING 04 PL-2 TOE KICK ;i PL-2 TOE KICK o 1 1/2" 1 1/2" CONSOLE DETAIL A-512 3/4" = 1'-011 21-0" 1 /8" 1'- 9 3/4" 110 I- 1' 9 1/2" o o SHELF o 00 O O o o o CV 11/2" 1 8 CONSOLE DETAIL A-512 3/4" = 1'-0" 2' - 011 1 /8" V - 9 3/4" 1 18" PL-1 CHASE CUT-OUTS II WIRE CHASI PLYWOOD F REQUIRED PL-2 TOE KI( 9 CONSOLE DETAIL A-512 3/4" = 1'-0" 3/4" PLYWOOD DOORS WITH PL-1 ON BOTH SIDES, HUNG ON CONCEALED HINGES — ALL INTERIOR SURFACES TO BE WHITE MELAMINE PLA BOTTOM X-RAY EXPOSURE CONTROL REAR PLA WIRE CHASE SS-1 COUNTER TOP 3/4" PLYWOOD DOORS WITH PL-1 ON BOTH SIDES, HUNG ON CONCEALED HINGES — ALL INTERIOR SURFACES TO BE WHITE MELAMINE PL-2 TOE KICK 1'-8" C� W FRONT _ 0 1 C*4 C� w N r N O - m 1 1 r N 1 1/2" 1 1/2" 12 O'CLOCK CABINET 3/4" = 1'-0" MILLWORK GENERAL NOTES: 1. ROLL OUT SHELVES SHALL BE ABLE TO RESIST 150 LBS WHILE EXTENDED. 2. ROLLOUT SHELF TO TILT TO THE REAR AS REQUIRED TO PREVENT SHELF FROM SLIDING OUT DUE TO EQUAL WEIGHT, 3" MAX. 3. DRAWER SLIDES TO BE GRASS ZARGEN WITH SOFT CLOSE. 4. TYPICAL DOOR HINGES TO BE SEWDOORS SATIN NICKEL 5. DOOR KNOBS TO BE SEWDOORS SATIN NICKEL 6. ADJUSTABLE SHELF PINS TO BE K&V #345 SATIN NICKEL. z 0 Q a w J W W W C0 I e s 0�-15-2021 Roswell Mill 05-A Mill Street, Suite 200 Roswell, Georgia 30075 t 770.650.7550 f 770.650.1559 e-mail architects@randallpaulson.com " " I These phins and specilicalions are She property of Handag @auhon Arddtects, Incorporated. These documents may not he copiml, reproduced, used or implemented in any way, in part or in whole, without the written consent of gandalbPauisoodrandoets, I arparatad. Ad common (ow rights of copt ht ore boo specificallyreserved. FLORIDA REGISTRATIONNA0003296 TENANT BUILD -OUT at ZEPHYRHILLS � for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title MILLWORK DETAILS Sheet No. Am512 ■Released for Construction ❑Not Released for Construction FINISH PLAN GENERAL NOTES 1. NEW FINISHES ARE AS NOTED, ALL MATERIALS TO BE PURCHASED DIRECTLY FROM THE MANUFACTURER ONLY. NO SUBSTITUTE SOURCES OR PRODUCTS ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. 2. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES THAT MAY AFFECT APPLICATION OF FINISHES. INCLUDING DISCONTINUED OR DELAYED MATERIALS PRIOR TO ANY PROCEEDINGS. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR ARCHITECT APPROVAL. 3. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS, NOTIFY ARCHITECT OF ANY DISCREPANCIES. 4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING CONDITION OF FINISHES SCHEDULED TO REMAIN IN CASE ANY SUCH FINISHES BE DAMAGED DURING CONSTRUCTION, PATCH AND REPAIR TO THEIR ORIGINAL CONDITION. 5. ALL MATERIALS TO BE INSTALLED WITH METHODS AND PRODUCTS RECOMMENDED BY THE MANUFACTURER. 6. INSTALLER SHALL EXAMINE CONDITIONS OF SURFACES ON WHICH NEW FINISHES ARE TO BE INSTALLED. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY OF ANY DEVIATIONS, BEGINNING OF WORK SHALL CONSTITUTE ACCEPTANCE OF SURFACES SCHEDULED TO RECEIVE NEW FINISHES TO BE SMOOTH. EVEN AND FREE OF IMPERFECTIONS. 7. CONTRACTOR TO APPROVE ALL NEW FINISHES AGAINST DEFECTS. IF ANY DEFECTS IN MATERIALS ARE FOUND, DO NOT PROCEED WITH INSTALLATION. NOTIFY THE MANUFACTURER AND ARCHITECT IMMEDIATELY. 8. ALL ACCESS PANELS, GRILLS, ETC ON WALL OR CEILING TO BE PRIMED AND PAINTED TO MATCH ADJACENT SURFACE COLOR. 9. SEE REFLECTED CEILING PLANS FOR DETAILS ON AREAS WITH GYP BOARD CEILINGS AND FINISHES. 10. ALL FLOOR COVERING TRANSITIONS AT DOORS SHALL OCCUR AS INDICATED ON A-701. 11. PROVIDE FLOOR TRANSITION STRIPS WHEREVER FLOOR TYPES CHANGE. SUBMIT PHYSICAL SAMPLE OF MANUFACTURERS STANDARD COLORS TO ARCHITECT TO FOR COLOR SELECTION. ALL TRANSITIONS TO BE ADA COMPLIANT. 12. CAULK ALL MILLWORK WHERE IT MEETS THE WALL AND FLOOR. 13. SUPPORT BRACKETS SHALL BE PAINT -GRADE AND PAINTED SAME COLOR AS WALL. 14. WALL BASE SHALL RUN AT TOE KICK AND AROUND MILLWORK. 4BLE Tx 9 :D FLOOR MAT ED BY SAGE N.I.C. 1 FINISH FLOOR PLAN 701 1 /4" = V-0" RESPONSIBILITY MATRIX SCOPE FURNISH INSTALL VENDOR NAME CONTACT MOBILE OFFICE EMAIL NOTES NETWORK CABLING (VOICE/ DATA/ EDR) SAGE MELLIN MELLIN TECHNOLOGY GREG MELLIN 612-597-6222 763-208-9898 greg@mellintech.com CG TO COORDINATE SCHEDULE WITH SAGE VENDOR. SAGE VENDOR TO INSTALL. COMPUTER INSTALLATION SAGE MELLIN MELLIN TECHNOLOGY GREG MELLIN 612-597-6222 763-208-9898 greg@mellintech.com CG TO COORDINATE SCHEDULE WITH SAGE VENDOR. SAGE VENDOR TO INSTALL. PHONE / INTERNET SERVICE CONNECTIVITY SAGE SAGE SAGE DENTAL NIKKI-LYN GEHRKE 561-998-0544 ngehrke@mysagedental.com CG TO COORDINATE SCHEDULE WITH SAGE VENDOR. SAGE VENDOR TO INSTALL. DENTAL EQUIPMENT SAGE DANSEREAU DANSEREAU HEALTH WENDY MACIAS 951-549-1400 wendy@dhpdental.com CG TO COORDINATE SCHEDULE WITH SAGE VENDOR. SAGE VENDOR TO INSTALL. EXTERIOR SIGNAGE SAGE IDENTITI IDENTITI RESOURCES RACHEL BENNINGTON 850-758-7194 847-232-8420 rbennington@identiti.net CG TO COORDINATE SCHEDULE WITH SAGE VENDOR. SAGE VENDOR TO INSTALL. AUDIO/ VIDEO INSTALLATION SAGE MOOD MOOD MEDIA CAMERON FIELDS 980-430-2253 cameron.fields@moodmedia.com CG TO COORDINATE SCHEDULE WITH SAGE VENDOR. SAGE VENDOR TO INSTALL. MILLWORK/ CABINETS/ COUNTERTOPS SAGE GC EMI INDUSTRIES TERRI HATLEY 903-571-7035 thatley@emiindustries.com CG TO COORDINATE DELIVERY WITH SAGE VENDOR. INSTALLATION BY GC. INTERIOR SIGNS/ DECOR/ WINDOW SKINS SAGE GC DRUMMOND PRESS BRAD LITTLE 404-936-4845 Brad.little@drummond.com CG TO COORDINATE DELIVERY WITH SAGE VENDOR. INSTALLATION BY GC. OFFICE FURNITURE SAGE GC SPENCER FURNITURE MARK SHAFFER 214-701-1968 214-237-6865 mark.shaffer@spencerandco.com CG TO COORDINATE DELIVERY WITH SAGE VENDOR. INSTALLATION BY GC. LIGHT FIXTURES SAGE GC CITY ELECTRIC JON BORGESON 817-475-1424 817-831-4500 Jon.Borgeson@cityelectricsupply.com CG TO COORDINATE DELIVERY WITH SAGE VENDOR. INSTALLATION BY GC. APPLIANCES SAGE GC SEARS CG TO COORDINATE DELIVERY WITH SAGE VENDOR. INSTALLATION BY GC. DOORS, HARDWARE, & DIVISION 10 SAGE GC SOUTHWEST WHOLESALE RONNY HART 678-877-9555 404-361-7799 ronnyh@sewdoors.com GC TO CONFIRM COUNTS AND COORDINATE DELIVERY WITH SAGE VENDOR.... FLOORING & ADHESIVE SAGE GC SHAW CONTRACT KEVIN BETTIS 770-547-1374 kevin.bettis@shawcontract.com GC TO COORDINATE MEASUREMENTS & DELIVERY WITH SAGE VENDOR.... TILE, GROUT, & TRANSITIONS GC GC GC TO PROVIDE & INSTALL MATERIALS AS PART OF CONTRACT SCOPE. WOOD TRIM & BASE GC GC GC TO PROVIDE & INSTALL MATERIALS AS PART OF CONTRACT SCOPE. SINKS & PLUMBING FIXTURES GC GC GC TO PROVIDE & INSTALL MATERIALS AS PART OF CONTRACT SCOPE. WINDOW BLINDS SAGE GC THE SHADE STORE SONIA WINCOTT 469-754-3865 swincott@theshadestore.com CG TO COORDINATE MEASUREMENTS & DELIVERY WITH SAGE VENDOR.... WINDOW BLINDS (IN TREATMENT & OPEN BAYS) GC GC SWF CONTRACT CG TO COORDINATE MEASUREMENTS, DELIVERY, & INSTALLATION. MED GAS TANKS - FL SAGE GC MATHESON GAS GC TO COORDINATE DELIVERY WITH SAGE VENDOR. INSTALLATION BY GC. MED GAS TANKS -GA SAGE GC AIR GAS GC TO COORDINATE DELIVERY WITH SAGE VENDOR. INSTALLATION BY GC. MEDICAL GAS SYSTEMS INSPECTIONS GC GC EVERGREEN MEDICAL MARK COBB 678-595-4829 800-770-1503 mark.cobb@evergreenmedical.com GC TO PROVIDE 3RD PARTY INSPECTION OF SYSTEM AFTER EQUIP. INSTALL. PERMITTING GC GC GC REQUIRED TO OBTAIN & PAY FOR ALL PERMITS. SAGE TO REIMBURSE VIA CHANG... SHIELDING DESIGN - MEDICAL PHYSICIST SAGE SAGE DANAHER JESSIE PHILLIPS 800-835-3615 jphillips@landauermp.com GC TO COORDINATE SCHEDULE WITH SAGE VENDOR. SAGE VENDOR TO INSTALL. UTILITYACCOUNTS GC GC ENGIE TONY PANDOLFO 678-758-7328 770-672-4604 tony.pandolfo@engie.com GC TO ESTABLISH ELECTRIC, GAS, WATER, SEWER ACCOUNTS. PROVIDE SAGE... LOCKS / LOCKSMITH SAGE GC SOUTHERN SECURITY MIKE BARDET 770-789-8886 mbardet@bellsouth.net GC TO COORDINATE SCHEDULE WITH SAGE VENDOR. SAGE VENDOR TO INTALL. STORAGE CONTAINERS GC GC GC TO PROVIDE A SECURED STORAGE CONTAINER TO ACCEPT & PROTECT ALL SAGE... FIRE EXTINGUISHERS GC GC GC TO PROVIDE, INSTALL, AND ENSURE CERTIFICATION OF FIRE EXTINGUISHERS PRIG... LANDSCAPLING & IRRIGATION GC GC CG TO ENSURE LANDSCAPING/ IRRIGATION SYSTEMS ARE COMPLETE & FUNCTIONAL,... PAVING GC GC GC TO ENSURE ALL PAVING SCOPE IS COMPLETE, IF PART OF CONTRACT LANDLORD REPRESENTATIVE TBD ROOFING - LLD REQ'D PROVIDER GC GC TBD GC TO PROVIDE & INSTALL MATERIALS AS PART OF CONTRACT SCOPE FIRE SPRINKLERS - LLD REQ'D PROVIDER GC GC TBD GC TO ENSURE SYSTEM IS OPERATIONAL BY FINAL, IF APPLICABLE. USE LLD VENDOR,_ FIRE ALARMS - LLD REQ'D PROVIDER GC GC TBD GC TO ENSURE SYSTEM IS OPERATIONAL BY FINAL, IF APPLICABLE. USE LLD VENDOR,_ 1/8" MINIMUM GROUT SPACING REFER MANUFACTURER FOR ADDITIONAL I E TL1 I T A-701 FLOOR TILE DETAIL 1 /2" = 1'-0" FINISH FLOOR LEGEND CPT-1 SQUARE FOOTAGE = ± 220 SQ FT LVT-1 SQUARE FOOTAGE = ± 3,229 SQ FT SC-1 CT-1 SQUARE FOOTAGE _ ± 119 SQ FT NOTES: 1. CONTRACTOR IS TO REVIEW ALL MATERIAL QUANTITIES AND TAKE -OFFS IN THE FIELD PRIOR TO BID, ORDER, AND INSTALLATION. QUANTITIES SHOWN ARE FOR SAGE DENTAL UNDERSTANDING ONLY AND NOT TO BE USED BY THE CONTRACTOR FOR ANY PORTION OF THE BID AND OR CONSTRUCTION PROCESS." 2. AREAS SHOWN ARE OF GENERAL FINISHED INSTALLATION, NO ACCOUNT HAS BEEN MADE FOR MATERIAL WASTE OF ANY KIND. FINISH SCHEDULE PAINT: PLASTIC LAMINATE: PT-1 MANUFACTURER: BEHR PL-1 MANUFACTURER: WILSONART NUMBER: BL-W10 NUMBER: Y0392 COLOR: BL-W10 MAUI MIST COLOR: HEIRLOOM SILVER LOCATION: ALL WALLS - PRIMARY COLOR LOCATION: ALL MILLWORK THROUGHOUT FINISH: GENERAL AREAS - EGGSHELL; WET WALL AREAS - SEMI -GLOSS PL-2 MANUFACTURER: WILSONART NUMBER: 9194TM PT-2 MANUFACTURER: BEHR COLOR: STEEL GREY TEMPEST NUMBER: N460-2 LOCATION: ALL TOPS NOT GETTING SOLID SURFACE COLOR: LUNAR SURFACE LOCATION: TOE WALLS OF TREATMENT AREAS - ACCENT COLOR FINISH: GENERAL AREAS - EGGSHELL SOLID SURFACE: FINISH: WET WALL AREAS - SEMI -GLOSS SS-1 MANUFACTURER: WILSONART PT-7 MANUFACTURER: BEHR NUMBER: 9116GS NUMBER: PPU18-08 COLOR: SOOTHING GREY COLOR: PAINTER'S WHITE LOCATION:13MM TRANSACTION LEDGE/ LOCATION: UNDERSIDE OF SOFFIT / BATHROOM CEILING KNEEL WALL AT STOREFRONT/ STERILE/ FINISH: FLAT LAB/ TREATMENT ROOM MILLWORK -"WET AREAS" PT-8 MANUFACTURER: BEHR WALL PROTECTION: NUMBER: N460-5 COLOR: SLATE ROCK CG-1 CORNER GUARD LOCATION: ALL DOOR FRAMES; COLOR TO MATCH WOOD TRIM BASE MANUFACTURER: INPRO FINISH: GENERAL AREAS - EGGSHELL STYLE:150 SURFACE MOUNTED CORNER GUARD COLOR: TO MATCH WALL PAINT PT-9 MANUFACTURER:BEHR NUMBER: PFC-68 WP-1 WALL PROTECTION COLOR: SILVER GREY MANUFACTURER: INPRO LOCATION: EQUIPMENT / MED GAS STYLE: PALLADIUM RIGID VINYL SHEET FINISH: GENERAL AREAS - EGGSHELL COLOR: TO MATCH WALL PAINT LUXURY VINYL TILE: ACOUSTICAL CEILING TILE: LVT-1 MANUFACTURER: SHAW ACT-1 MANUFACTURER: USG PATTERN: TERRAIN II 20 MIL 2.5MM TYPE: MARS CLIMAPLUS - WHITE PATTERN NO.: 4110V GRID: 15/16" CEILING GRID -WHITE COLOR: 00174 - ASH SIZE: BEVELED TEGULAR 2' X 2' ACOUSTIC TILE SIZE: 6" X 48" NOMINAL LOCATION: WHERE INDICATED LOCATION: WHERE INDICATED WINDOW FILM & TREATMENT: CERAMIC TILE: WF WINDOW FILM CT-1 MANUFACTURER: SHAW - EAST HAMPTON COLOR: TBD (COORDINATE STYLE & COLOR W/ SAGE DENTAL) STYLE: P165V WINDOW FILM IS TO BE PROVIDED BY SAGE AND INSTALLED BY CONTRACTOR COLOR:AVORY SIZE: 12" X 24" WT-1 WINDOW TREATMENT LOCATION: TOILET ROOMS MANUFACTURER: THE SHADE STORE - SWF CONTRACT (NOTE: TILE & GROUT PROVIDED BY SAGE DENTAL) COLOR: METALLIC SOLAR 5% BALANCE, NICKEL W/ METALLIZED FABRIC BACK SEE DETAIL 2/A-701 FOR TILE ORIENTATION LOCATION: ON INSIDE FACE OF WINDOW WHERE INDICATED CARPET TILE: WT-2 WINDOW TREATMENT MANUFACTURER: SWF CONTRACT CPT-1 MANUFACTURER: SHAW COLOR: C1401 WHITE, FABRIC OPACITY 5% STYLE: BYLINE TILE (NOTE: CONTRACTOR TO PROVIDE 3 DIFFERENT PHYSICAL SAMPLES WITH VARIOUS STYLE NO.: 59113 OPACITIES TO SAGE DENTAL AND ARCHITECT FOR REVIEW AND FINAL SELECTION COLOR: 05309 - CROSSROADS PRIOR TO ORDER AND INSTALLATION) SIZE: 24" X 24" NOMINAL LOCATION: WHERE INDICATED WTH WINDOW TREATMENT HARDWARE FINISH - SATIN NICKEL SEALED CONCRETE: TRANSITION STRIP: SCA SEALED CONCRETE FLOORING TS-1 MANUFACTURER: SHAW TYPE:144VS WALL BASE: COLOR: 00066 NIGHT LOCATION: USE WHERE CARPET AND CONCRETE MEET NOTE: NO STRIPS PERMITTED. TS-2 MANUFACTURER: SHAW VB-1 MANUFACTURER: SHAW TYPE:144VS STYLE:148VS COLOR: STAINLLESS STEEL COLOR: 00550 CHARCOAL LOCATION: USE SCHULTER STRIP RENO-U WHERE CARPET & LVT MEET SIZE: 4" COVE BASE AND WHERE CARPET AND TILE MEET LOCATION: WHERE INDICATED (VINYL WALL BASE) WB-1 MANUFACTURER: NOT ALL FINISHES ARE USED STYLE: BA5184 SJ SOLID PINE COLOR: To MATCH DOOR FRAMES REFER TO RESPONSIBILITY MATRIX FOR VENDOR CONTACT INFORMATION SIZE: 4" WOOD BASE PAINTED LOCATION: WHERE INDICATED (WOOD WALL BASE) LEGEND CTB-1 COVE BASE TO MATCH TILE MANUFACTURER: SHAW - EAST HAMPTON FLOOR TRANSITION STYLE: P165V COLOR: AVORY (SEE TS-1 & TS-2) SIZE: 3" X 12" BULLNOSE LOCATION: TOILET ROOMS CORNER GUARD (NOTE: TILE WALL BASE PROVIDED BY SAGE DENTAL) (CERAMIC TILE WALL BASE) — — _ CHAIR RAIL I/ P A U L S 0 _N a r c h t e c t �� so ��. 1306 � F L cs - rER E D A?, 06-1n-20Z1 Roswell Mill 05-A Mill Street, Suite 200 Roswell, Georgia 30075 t 170.650.1550 f 710.050.7559 e-mail architects@randallpeolsoo.com These phrns and specifiicatiorm era the grope y oPgandall Paolson Architects, Incorporated. These documents may not he copied, reproduced used or implemented in any way, in part or in wholo, without the written consent 9 AaodailTeolson Architects, Incorporated. kh common law rights of copyright are hereby specificalk reserved. FLORIDA BEG ISTRATION#AA0003296 TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date 14 JUNE 2021 Sheet Title FINISH PLAN Project No 2021217.00 Sheet No. Am701 ■ Released for Construction ❑Not Released for Construction PROJECT SPECIFICATIONS PROJECT SPECIFICATIONS I. Keys - void construction keying or change out cylinders that utilize construction keying. 081416 FLUSH WOOD DOORS 1. Provide aluminum wall mullion end caps to match the color of existing window mullions 13 49 `13 INTEGRATED X-RAY SHIELDING ASSEMBLIES Deliver at Date of Substantial Completion to Owner's Representative keys with each tagged A. Industry standards are those of the National Wood Window and Door Association (NWWDA) where partitions terminate at window mullions. 00 21 13 INSTRUCTIONS TO BIDDERS 00 50 00 GENERAL CONDITIONS indicating lock which key operates. and the Architectural Woodwork Institute (AWI). Fire -rated wood doors shall bear label of SECTION INCLUDES: Th inn f eq pe p e to t o this Bid r .nest is to obtain an offer to rform work to com lete a buildout located at . " "The n r I Ge e a Conditions o#.the Contract for Construction , AIA Document A201, 2017 edition, of testing and approval by independent testing agency, having been tested in accord with UBC Execution: Install framing at indicated spacing, plumb and rigid do accord with ASTM A. Construction of lead enclosure around x-ra treatment rooms and control rooms. Y the address listed n he cover sheet f r a t o a Stipulated Sum contract, in accordance with the the Amerran Institute of Architects, is hereby made a part of these Documents to the same FOR THE FOLLOWING MATERIAL SPECIFICATIONS, FOLLOW MANUFACTURERS 7-2-1997 or UL 10-Gfor ratings fidicated. C754. Apply wallboard and fasten at intervals recommended by wallboard manufacturer. B. Lead sheet a lied to sum board. PP 9YP Contract Documents. extent as if,herein written out in full PRODUCT LITERATURE, SPECIFICATIONS, AND WRITTEN INSTRUCTIONS ON Apply embedding, filing and finishing coats of joint compound to all joints, with joint tape in C. Radiation treatment room view window frames. INSTALLATION UNLESS OTHERWISE NOTED. B. Door core: particleboard core wood doors. minimum five-ply,1-3/4" thickness. Core shall the embedding coat. Install sound attenuation blankets where indicated. Partitions D. Leaded glass. BID SUBMISSION have min. 28 pef density. Facing: shall be stain or paint grade birch "stained & paint as receiving sound attenuation blankets shall have acoustical sealant around perimeter of A. Bids signed and under seal, executed, and dated will be received at the office Sage Dental, as 0120 00 PRICE AND PAYMENT PROCEDURES 02 4100 BUILDING DEMOLITION indicated on drawings". Sizes: as indicated on drawings. Warranty: shall be lifetime for partition and penetrations on both sides of partition. LEAD SHEET AND ASSOCIATED MATERIALS noted in your bid solicitation documentation. " p A. Applications for Payment shall utilize AIA G702, Application and Certificate for Payment A. Regulatory: Conform to applicable codes for demolition of structures, safety of adjacent warpage, twist, delamination, and manufacturer's defects. A. Lead Sheet: ASTM B749, UNS Number L50049,1/32 inch minimum thickness. B. Offers submitted after the above time shall be returned to .the bidder unopened. including required continuation sheets. Data from the approved Schedule of Values shall be structures, noise control, and dust control. Obtain required permits, notify affected utility 09 31 10 Porcelain Tile B. Gypsum Board: ASTM C1396/C1396M, paper/paper faced, square edges and square C. Amendments to the submitted offer will be permitted if received in writing prior to bid closing used. companies and comply with their requirements, conform to regulatory procedures when C. Lead Lined Doors: Equivalent to type, with bonded structural composite lumber core A. Install porcelain file per the TCA installation guidelines (Handbook for Tile Installation). ends; 48 inch by 96 inch size, 5/8 inch thick. and if endorsed by the same party or parties who signed and sealed the offer. hazardous or contaminated materials are discovered, and do not close or obstruct roadways (SCLC) Install tile only on sound substrates, maintaininig exposed surfaces free of setting C. Nails: Lead headed to twice thickness of sheet lead. B. Submit three copies of each application. without permits. with continuous lead sheet from edge to edge in center of core or between crossband and core; materials. CONTRACT TIME lead thickness. LEAD -LAMINATED GYPSUM BOARD A. Identify Contract Time in the Bid Form. The completion date in the Agreement shall be the C. When Architect or Owner's Representative requests substantiating information, submit data B. Cease operations immediately if hazardous or contaminated materials such as asbestos or B. Install a asion 'oints with sealant not less than 114 inch wide where tile work abuts xP 1 A. Lead -Laminated G sum Board: Sin le un ierced la er of sheet lead com I 'n with YP 9 P Y P Yi 9 Contract Time added to the commencement date. 'ust' in dollar amounts in uestion. i �Y 9 4 of chlorinated bi hen I PCB not reviousl rendered harmless are encountered contact P Y P Y { ), P Y D. Astra als for Non -Rated Double Doors: Steel T sha ed overla in and recessed at face 9 P � PP g rests inin su a g rfaces such as perimeter walls, vurbs, .columns,. pipes, etc. ASTM B749 laminated to back of gypsum board complying with ASTM �C1396/C1396M; Architect and Owner in writing. Do not resume operations until directed, hazardous or edge. provide gypsum wall panel with fire resistant core, Type X, and surfaced with paper on INQUIRIES/ADDENDA D. Submit to the Architect or Owner's Representative for review and approval a Schedule of contaminated materials have been rendered harmless, and conditions are agreed to by Owner C. Mortar shall be latex-portland cement for this setting and shall comply with ANSI front, back, and long edges; UL rated. A. Direct questions to Tim Engelbert, email; tengelbert@randallpaulson.com Values, at least ten days prior to submitting first Application for Payment, utilizing AIA Document and Contractor in writing. E. Astragals for Fire -Rated Double Doors: Steel, T shaped, overlapping and recessed at face A118.5. For tiles larger than 14 inch by 14 inch, shall be medium bed latex-portland 1. Size: 48 inch wide b her ht as indicated. Y 9 B. Addenda may be issued during the bidding period. All Addenda become part of the Contract G703, "Continuation Sheet". edge, specifically for double doors. cement for medium=setting and shall comply with ANSI A118.15. 2. Gypsum Board Thickness: 5/8 inch, minimum. Documents. Include resultant costs in the Bid Amount. C. Preparation: Provide and maintain temporary barriers and security devised as required to 3. Lead Thickness: 0.0156 inch, minimum. C. Verbal answers are not binding on any party. E. Use Project Specification headings as basis for format for listing costs of work under Divisions protect property and people and to meet the requirements of the General Conditions. Protect F. Execution: install doors in respective frames using specified hardware. Doors shall operate D. Grout (coloras indicated on drawings): D. Clarifications re uested b bidders m t i q y us be n writing not less than 5 days before date set for 02 - 49. Additional breakdown of work in certain sections ma also be sourced or re uired. Y P q existin landsca in a urtenances and structures that are not to be demolished. Prevent 9 P g� PP without bindin or stickin at frames or floor. Maintain NWWDA and NFPA Na 80 standard g g 1. Grout for r I in it h II po ce a t e s a be latex -modified cement, on accordabce with ANSI A118.7 FABRICATION receipt of bids. The reply will be in the form of an Addendum, a copy of which will be forwarded movement or settlement of adjacent structures. Provide bracing and shoring. Mark location tolerances. 2. Epoxy grout where indicated on drawings and shall comply with ANSI 118.3. A. Laminated Panels: Fabricate with monolithic sheet lead bonded between two sheets of to known recipients. of utilities. plywood; extend lead sheet 1 inch beyond one side and one end of panel perimeter. 0130 00 ADMINISTRATIVE REQUIREMENTS G. Submit shop drawings indicating door species, finish, sizes, construction, and hardware E. Wet Areas (refer to TCA Installation Guidelines): B. Lead Laminated Gypsum Board: Fabricate with monolithic sheet lead bonded to one PRODUCT/ASSEMBLY/SYSTEM SUBSTITUTIONS A. Contractor shall schedule and administer pre -construction meeting, periodic progress D. Requirements: Minimize interference with adjacent structures and public or private access. locations. 1. General wet areas on elevated slabs: Membrane shall meet ANSI 118.10 and have a surface of board, extend lead sheet 1 inch be and one side and one end of board. Y A. Substitute products will be considered if submitted as an attachment to the Bid Form. Approval meetings, and specially called meetings throughout the work progress. Maintain protected egress and access at all times. Obtain written permission from adjacent minimum thickness of 30 mil. to submit substitutions prior to submission of bids is not required. property Owners when demolition equipment will traverse or infringe upon their property. 08 3100 ACCESS DOORS COMPONENTS AND ACCESSORIES B. In mi i n sub ss o of subs ituti ns r t o to oducts ifi i r s ec ed b dde s sh II in I i a c ude n their bid all than es P p g B. Re resentatives of contractor subc ntrac n li r h p o tors, a d supp e s s all attend on an as needed Cease operations immediately if adjacent structures appear to be in danger, contact Architect A. Non -rated flush. type access doors with trimless frames for tile, walls and ceiling shall be D. Extra Materials: furnish extra materials in fill -sized tiles, matching installed the in a A. Leaded Glass: ASTM C1036, clear, lead content equivalent to protection requirements r uired in the work and khan es to Contract Time and Contract Sum to accommodate such � 9 basis. Contractor shall re area enda for meetin s make h si I rr m n r p p g g , p y ca a ange a ts, p estde, and authority having jurisdiction, do not resume operations until directed. Provide hoses .and Karp Associates Inc. or equivalant. The frame shall be 16 gauge steel, the door shall be 14 quantity equal to 2 /o percent of the amount of each the type. installed. of adjacent lead sheet protection. substitutions. A later claim by the bidder for an addition to the Contract Time or Contract Sum record minutes, and distribute copies of minutes within three days to those in attendance, those water connection to sprinkle demolition area with water to minimize dust. gauge steel with continuous piano hinge spring type closer. Provide a flush screwdriver B. View Window Frames: Provide size as indicated in drawings. because of changes in work necessitated by use of substitutions shall not be considered. affected by decisions, the Owner's Representative, and the Architect, if he is involved during the operated locking, baked on enamel primer, size 8" by 8" minimum or as indicated on drawings.. 09 5100 ACOUSTICAL CEILINGS C. Radiation Protection Plaque: Wall mounted, designating lead thickness in wall, degree C. The submission shall provide sufficient information to determine acceptability of such products. construction. A. Install acoustical tile ceilings in compliance with ASTM C636. Secure hanger wires to of continuity, exceptions. D. Provide complete information on required revisions to other work to accommodate each 0610 00 ROUGH CARPENTRY B. Fire -rated flush type access doors with trimless frames for tile, walls and ceiling shall be structure above with double saddle ties and limit to no more than 1/360 of span of proposed substitution. C. Owner and Architect may attend meetings to ascertain work is expedited consistent with A. Light framing lumber, 2" to 4" thick by 2" to 6" wide, shall be STANDARD grade, for Karp Associates Inc. or equivalant. Match adjacent construction up to 1-1/2 hr. wall and 3 hr. members. Support free edges of ceiling tile with edge angles attached to suspension INSTALLATION - COMPONENTS AND ACCESSORIES E. Provide products as specified unless substitutions are submitted in this manner and accepted. Contract Documents and construction schedules. blocking, bracing, and nailers. ceiling. The frame shall be 16 gauge steel and the door shall be 14 gauge steel with a core of system. A. Install components and accessories in accordance with manufacturer's instructions. mineral -fiber insulation enclosed in sheet metal and a continuous piano hinge spring type B. Install lead lined glazed frames as specified in section where frames are specified and SUBMISSION PROCEDURE D. Contractor shall apply Contractor's stamp, signed or iniitialed in blue ink, certifying that review, B. Provide concealed blocking, nailers, and supports for securing applied f xtures and fittings; closer. Provide a self-latc ping bolt operated by a flush screwdriver with interior release. Door B. Standard acoustical ceiling panels shall USG interiors Inc., Non -directional fissured in A. Bidders shall be solely responsible for the delivery of their bids in the manner and time approval, verification of products required, field dimensions, adjacent construction work, and specific items to be indicated on the drawings. to be baked on enamel primer and size 8" by 8" minimum or as indicated on drawings. design, size 24" by24" or 24" by 48", 5/8" thickness, tegular edges, color white, unless accordance with lead lining fabricator`s 'instructions. prescribed. coordination of information is in accordance with the requirements of the work and contract otherwise scheduled on drawings. C. Install lead lined doors as specified in the section where the doors are specified; B. Submit one copy of the executed offer on the Bid Forms provided, signed and sealed in a documents. C. Backboards at phone equipment shall be painted, 3 /4" fire treated plywood. 08 7100 DOOR HARDWARE coordinate installation of door hardware. closed opaque envelope, clearly identified with bidder's name, project name and Owner's name All Exterior and interior doors shall comply with 2021 NFPA 101 Life Safety Code Florida C. Exposed ceiling suspension grid system shall be in heavy duty, 24" by 24" or 24" x 48" D. Install lead lined panels as indicated. on the outside. E. Submit sufficient quantities of project data and shop drawings for Architect or Owner's D. Nailing schedule shall be in accord with current edition of International Building Code. Specific Admendments. Doors shall be provided with handicap accessible hardware including module as indicated on drawings, cold -rolled steel, electro-galvanized, double web,15116" C. Improperly completed information, irregularities in bid bond, may be cause not to open the Bid Representative to retain two copies and for one copy to be retained by Contractor and turned levers, panic hardware, u-shape designed devices, closers, etc. flange width,1-112" height main tees, with low gloss, white paint. Edge molding minimum FIELD QUALITY CONTROL Form envelope and declare the bid invalid or informal over to the Owner at the completion of the Project. 06 20 00 FINISH CARPENTRY 0.020" thickness steel with 3/4" flange width, hemmed edge. A. Inspection and testing will be performed by a licensed radiologist technician in A. Not used coordination with regulatory agency requirements, to ascertain compliance of installation BID INELIGIBILITY F. Submit sufficient quantities of samples for Architect or Owner's Representative to retain one A. Coordinate and install millwork provided by Tenant, and as indicated on drawings. D. If applicable, Provide foam or neoprene spacers in space between top of partition and regarding radiation passage or leakage. A. Bids that are unsigned, improperly signed or sealed, conditional, illegible, obscure, contain copy. Review of submittals is only for conformance with design concept of Project and B. Obtain each type of hardware from a single manufacturer. Hardware suppliershall be a ceiling at ceiling height sound walls. arithmetical errors, erasures, alterations, or irregularities of any kind, may at the discretion of the information in Contract Documents. B. Qualifications: Installer must have a minimum of five years experience in the same field recognized architectural door hardware supplier that employs an experienced architectural DIVISIONS 21, 22, & 23 MECHANICAL AND ELECTRICAL Owner, be declared unacceptable. and be able to demonstrate successful projects that meet the specified AWI grade. hardware consultant (AHC) who is available to Owner, Architect, and Contractor for A. See engineering drawings for specifications. B. Bid Forms, Appendices, and enclosures that are improperly prepared may, at the discretion of G. Maintain an orderly f le of submittals bearing the Architect's or Owner's Representative's consultation. Submit proposed hardware schedule developed by AHC organized into hardware 09 65 00 RESILIENT FLOORING Owner, be declared unacceptable. review stamp for the Project duration at Project site and deliver to Owner as part of Project C. Source Quality Control: Obtain materials for each type, including veneer doors, from a sets for each door or opening to Owner's Representative for review and approval prior to A. Do not start work until work of other trades, including painting, has been substantiall Y C. Bids are by invitation, only from selected bidders. Bids from unsolicited bidders may be closeout documents. single manufacturer or source so as to ensure matching of quality, color, grain, and finish. ordering hardware. completed. Flooring shall be installed prior to the installation of millwork or casework. returned. H. Maintain at the site for the Owner, one record copy of drawings and specifications, addenda, D. Quality standards for the following types of architectural woodwork, "Premium Grade" C. Material and finishes: Coordinators - 600 (USP), Other items 630 (US32D) or 626 (US26D) B. Resilient tile flooring materials shall be installed with adhesives, as recommended by FEES FOR CHANGES IN THE WORK change orders, construction change directives, approved shop drawings, product data, and except as modified, as follows: if not commercially available. the tile manufacturer, and in a manner to produce a smooth and even finished surface A. Include in the Bid Form, the overhead and profit fees on own Work and Work by samples, field test reports, and RFI documents. with tile in tight jointed accurately aligned manner. All in accordance with manufacturer's subcontractors, applicable for Changes in the Work, whether additions to or deductions from 1. Standing trim, running trim, and rails: AWI Section 300, Custom Grade. D. Warranty door hardware for one-year period and door closers for ten-year period. directions. the Work on which the Bid Amount is based. I. Store in Contractor's field office in file cabinets or racks for storage of documents. Using record documents for construction purposes is prohibited. Label each document "PROJECT 2. Architectural cabinets, laminate dad: AWI Sections 400 for Flush Overlay and 400B, E. Hinges, provide full mortise hinges, heavy duty ball bearing butts with non -rising stainless C. Lay tile square with room axis, unless noted otherwise on the drawings. Lay edge tiles BID FORM SIGNATURE RECORD" in neat large printed letters. Premium Grade. steel pins, exterior doors non -removable pins, 4112" by 41/2" unless otherwise required for of same style as field with width varying to maintain full size tiles in field. Edge tiles shall A. The Bid Form shall be signed by the bidder, as follows: proper operation, 3 hinges per door leaf minimum, Continuous hinge to be placed on doors not be smaller than half the width of the field tile. 1. Sole Proprietorship: Signature of sole proprietor in the presence of a witness who J. If applicable, on drawings legibly mark to record actual construction including depth of 3. Architectural cabinet tops: AWI Sections 400 for High Pressure Decorative Laminate tops 4'-0" wide and over doors. Aluminum hinge at all non -rated doors, stainless steel hinge at will also sign. Insert the words "Sole Proprietor" under the signature. Affix seal. foundations, vertical and horizontal locations of underground utilities, field changes of dimension and 400C, Custom Grade. rated doors. Acceptable manufacturers are Hager Hinge Company, Lawrence Brothers, D. Just prior to final completion, apply wax as recommended by the manufacturer. 2. Partnership: Signature of all partners in the presence of a witness who will also sign. or detail, and any other changes including change orders. Stanley Works and Marker Products,100/300 series. Overhead door stops to be Glynn- Machine buff floors for final inspection. Insert the word "Partner" under each signature. Affix seal to each signature. 4. Shelving: AWI Section 600, Custom Grade. Johnson or equal. 3. Corporation: Signature of a duly authorized signing officer(s) in their normal E. Extra Materials: Furnish not less than one box for each 40 boxes for each type, color, signatures. Insert the officer's capacity in which the signing officer acts, under each 01 3216 CONSTRUCTION PROGRESS SCHEDULE 5. Paneling: AWI Section 700 F. Lock cylinders and keying, supplier will meet with Owner to finalize keying requirements. pattern and size installed. I less than 40 boxes installed, supply one box of each. signature. Affix the corporate seal. If the bid is signed by officials other than the A. Promptly after award of Contract, Contractor shall prepare and submit to Architect or Owner's Master key the locks to Owner's current or new system. Cylinders shall be manufacturer's president and secretary of the company, or the president/secretary/treasurer of the Representative estimated construction progress schedules for construction activities. 6. Miscellaneous ornamental items: AWI Section 700. standard 6-pin tumbler cylinders, constructed from brass/bronze, stainless steel or nickel silver. 09 66 00 RESILIENT SHEET FLOORING company, a copy of the by-law resolution of their board of directors authorizing them to Furnish 2 change keys for each lock and 6 master keys. A. Do not start work until work of other trades, including painting, has been substantially do so, must also be submitted with the Bid Form in the bid envelope. B. Progress schedules shall include complete sequence of activity, dates for beginning and 7. Stile and rail doors: AWI Section 1400. completed. Flooring shall be installed prior to the installation of millwork or casework. 4. Joint Venture: Each party of the joint venture shall execute the Bid Form under their completion of each element; show accumulated percentage of each item's completion and total G. Locksets, latchsets, and specialty locks shall be Best 9k, heavy-duty commercial cylindrical respective seals in a manner appropriate to such party as described above, similar to percentage of work completed. 8. Factory Finishing: AWI Section 1500. type, 2 3/4" backset. Lever to be Best 14D. Furnish locksets and latchsets with sufficient B. Resilient sheet flooring materials shall be installed with adhesives, as recommended by the requirements of a Partnership. strike lip to protect door trim. Other acceptable manufacturers are Schlage, Russwin/Corbin, the tile manufacturer,'and in a manner to produce a smooth and even finished surface C. Submit initial schedule with 15 days of Contract award. Submit revisions as needed to show E. Comply with applicable AWI quality standards. Field verify all dimensions for accurate fit. and Sargent and Company. with tight, heat -welded joints, in an accurately sligned manner per the manufacturer's SELECTION AND AWARD OF ALTERNATES major changes inscope or other identifiable changes. directions. A. Bids will be evaluated on the total of the base bid price and all of the Alternates. After F. Wood Treatment: Where fire -retardant treated woodwork is indicated, use approved fire- H. Surface mounted door closers shall be LCN Closers, 401 Or series. Provide closers as shown . determination of the successful bidder, consideration will be given to which Alternates will be D. Contractor shall submit samples, shop drawings, and product data to Architect or Owner's retardant treatment that will not adversely affect the desired finish and appearance. on door schedule. Powder coat finish to match adjacent door hardware. C. Edging strips shall be installed at exposed edges of resilient sheet flooring and at doors included in the Work. Representative as required by the specification sections below. , where thresholds are not called out for/ G. Project Conditions: Stabilize humidity and temperature at normal operating conditions at I. Stops and Holders: overhead door stop shall be Glynn -Johnson series 90 and/or 100, wall ACCEPTANCE OF OFFER least seven (7) days prior to installation and thereafter. stop to be Burnes 565 and floor stop to be 535. Where practical use wall stops unless noted D. Resilient base to be installed in compliance with manufacturer's recommendations. A. Owner reserves the right to accept or reject any or all offers. 0140 00 TESTING LABORATORY SERVICES otherwise on drawings. Other acceptable manufacturers are Rockwood Manufacturing and B. After acceptance by Owner, Architect on behalf of Owner, will issue to the successful bidder, a A. Contractor shall employ and pay for services of independent testing laboratory acceptable to H. Installation: Meet AWI standards for premium construction for tolerances. Scribe and cut H.B. Ives. Provide stops at all doors. E. Flash cove base to be 6" high with top edge strip and made from a minimum of 12 inch written Bid Acceptance. Architect or Owner's Representative to perform specified services and testing. work to fit adjoining work, refinish cut surfaces and repair damaged finish at cuts. Anchor wide strips. Use premanufactured cove strip at base of cove. Cap top of formed cove base casework to anchors or blocking built-in or directly attached to substrate. Secure to grounds, J. Flush bolts shall be Von Duprin 9847/9947 series with 3/4" throw, complete with dust -proof with the specified cove cap. 00 50 00 CONTRACTING FORMS AND SUPPLEMENTS stripping, and blocking with countersunk concealed fasteners and blind nailing as required for bottom and top strike plate. Other acceptable manufacturers are Von Duprin, H.B. Ives and 0143 30 SPECIAL INSPECTIONS a complete installation. Baldwin. F. Just prior to final completion, apply wax as recommended by the manufacturer. AGREEMENT AND CONDITIONS OF THE CONTRACT A. If required for the project, the Owner will retain the services of a qual�ed licensed Architect or A. The Agreement is based on AIA A101. Engineer to serve as'Special lnspector(s)' to perform inspections pursuant to the Statement of I. Lumber (Verify all species selections with drawings): K. Kickplates shall be Rockwood Manufacturing, K1050 series. kickplates shall not more than G. Extra Materials: Furnish not less than 5 lineal yards or 2% of total project material, B. The General Conditions are based on AIA A201. Special Inspections scheduled on the drawings. Approved Special Inspectors) shall provide 1-1/2" less than door width on stop side and not more than 1/2" less than door width on pull which ever is greater. . testing and verification reports to Owner, architect, building official, and structural engineer of 1. Exposed and semi -exposed painted millwork and trim: Custom Grade Poplar or Custom side. Armor plates to be shall be Rockwood Manufacturing, K105OA-6 series. FORMS record which indicate the inspected work was done in conformance with approved construction Grade White Pine, kiln dried. 09 68 00 CARPET A. Use the following forms for the specified purposes unless otherwise indicated elsewhere in the documents. L. Thresholds shall be National Guard Products Inc., #425, extruded smooth mill finish. Other Submit 3 samples, minimum 12"x12" of all specified carpet finishes and manufacturer's Contract Documents. 2. Interior standing and running trim: Custom Grade Poplar or Custom Grade White Pine, kiln acceptable manufacturers are Reese and Zero Weatherstripping Company. Provide at all product literature. B. Bond Forms: 01 50 00 TEMPORARY FACILITIES, CONTROLS, AND UTILITIES dried. Shapes shown are by'Randall Brothers'. Install in single, unjointed lengths for exterior doors. 1. Bid Bond Form: AIA A310. A. Temporary construction office - provide all temporary facilities as required to build this project openings and runs less than 16'-0". Stagger joints in adjacent members. Cope at returns, A. Carpet shall be as specified on drawings. Installation method to be direct -glued per 2. Performance and Payment Bond Form: AIA A312. with sufficient space for Contractor's personnel, telephone/fax, and office space complete with miter at comers. M. Weatherstripping shall be National Guard Products Inc., #133 SA door seals and #200SA manufacturer recommendations. . C. Post -Award Certificates and Other Forms: desk and layout board. door bottom seals. Other acceptable manufacturers are Reese and Zero Weatherstripping 1. Certificate of Insurance Form: ACORD Certificate of Insurance 25. J. Hardware Company. Provide at all hollow metal exterior doors. B. Fill cracks in concrete slab 1/16" wide or wider and depressions 1/8" deep or deeper a. Supplemental Attachment: AIA G715 B. Temporary storage facilities - if required, provide with weathertight, secure storage sheds or 1. Door and drawer pulls to be 4" matt nickel stainless steel. with crack filler. -Remove or level ridges or high spots. Lay carpet with pattern or direction 2. Schedule of Values Form: AIA G703. trailers, type and size required for particular storage. Locate where directed by Owner. 2. Concealed hinges to be Grade 2 (Institutional duty),170 degree opening 08 80 00 GLAZING running in same direction. T-seams in doorways are prohibited. 3. Application for Payment Forms: AIA G702 with AIA G703 (for Contractors). 3. Drawer Slides to be full extentions slides;1001b per slide per standard drawer,1501b per Provide glazing systems capable of withstanding normal thermal movement and wind and D. Clarification and Mod cation Forms: C. Electrical service - eletrical for construction purposes may be obtained from Owner's present slide per standard file drawer and 2501b per laterial file drawer. impact loads (where applicable) without failure, including loss or glass breakage attributed to C. Carpet to carpet transitions at doors shall occur directly under door in the closed 1. Architect's Supplemental Instructions Form: AIA G710. facility, coordinate with Owner's Representative. Provide temporary lighting for construction 4. Door and drawer locks: provide elbow catches on un-keyed leaf of paor of doors. If the following: defective manufacture, fabrication, installation, failure of sealants or gaskets to position. 2. Construction Change Directive Form: AIA G714. purposes as required by OSHA or local code. electronic push button, provide battery operated with low battery indicator, remain watertight and airtight, deterioration of glazing material and otherdefects in 3. Change Order Form: AIA G701. 5 Shelf standards to be same coloras cabinet interior. construction. D. Provide rubber/vinyl transition strips at all carpet to hard floor finish conditions unless E. Closeout Forms: D. Telephone/Fax - provide telephone, telephone message service and fax service to the otherwise noted. Color to match adjacent rubber /vinyl baseor, at wood base conditions, 1. Certificate of Substantial Completion Form: AIA G704. temporary construction office. 07 21 00 THERMAL INSULATION A. Clear wired glass:1/4" thick polished both sides, diamond mesh and listed by U.L as fire as selected by Architect from manufacturer's standard selections. 2. Contractor's Affidavit of Release of Liens Form: AIA G706A A. Batt insulation shall be fiberglass batts width equal to framing spacing, kraft face, ASTM resistive. 3. Consent of Surety to Final Payment Form: AIA G707. E. Temporary heat and ventilation - If a ground up building, provide temporary heat in enclosed C665, Type II, Class C,1.0 perm rating, R-13 in walls. E. Extra Materials: Furnish extra materials described below that match products installed spaces to provide 50o F. minimum until time finishing work begins. After building is totally B. Fire rated clear glass: Thickness varies - see wall rating or door label for fire rating. Ultra- and that are packaged with protective covering for storage and identified with labels enclosed and installation of finishes begins, maintain spaces in range of 60o F to 80o F, unless B. Rigid extruded polystyrene insulation shall be extruded, closed cell, CFC-12 free, clear fire rated glass laminated with intumescent intedayer. Permanent U.L label to be describing contents. product manufacturer for a particular product calls for more stringent requirements. Interior polystyrene boards meeting ASTM C578, Type IV for use in perimeter and other applications, displayed. renovation within an existing building, maintain spaces in range of 60o F to 80o F, unless product thickness 2" or as scheduled on drawings. 1. Carpet: Full width rolls equal to 5 percent of amount installed for each type indicated, manufacturer for a particular product calls for more stringent requirements. C. Clear float glass:114" thick unless noted otherwise on the drawings, grade "B" fully but not less than 10 sq. yd.. C. Sound insulation - refer to Section 09 21 16 Gypsum Board Assemblies. tempered, style "I" uncoated. F. Water service - water for construction purposes may be obtained from Owner's present - facility, coordinate with Owner's Representative. D. Provide continuous 1 /4" foam tape filler where walls meet window mullions. Provide D: Glass schelving: 3/8" thick, grade "B" fully tempered, style "I" uncoated with eased and 09 90 00 PAINTING double foam tape fill at demising wall between tenants, intersecting partitions and demising polished edges. See drawings for information. For purpose of establishing a quality standards, Sherwin- G. Sanitary toilet facilities - provide and maintain temporary toilet facilities and enclosures for walls. Williams Company Best Grade is to be specified. construction personnel. Using permanent new or existing facilities in the builing is prohibited by E. Clear tempered float glass:1/4" or 1/2" thick polishes sides; refer to drawings for thickness. construction personnel. 07 84 00 FIRE STOPPING A. Tint prime coats to 1/3 shade of top coat. Provide firestopping as required to maintain ratings at all penetrations through rated walls, Incorporate glazing tape, glazing compounds, setting blocks, spacers and glazing gaskets H. Project sign - order and erect or position sign as requested by Owner's Representative, or as partitions, floors amd floor -ceiling assemblies. recommmended or accepted by both the glass manufacturer and the manufacturer of the B. The number of coats specked are the mininum required. First coat to be primer, indicated in the Construction Documents. Coordinate location with Owner's Representative. product into which the glazing product is to be installed. second and third coat to be finish coat. The surface of all materials that are to be painted 07 90 05 SEALANTS AND CAULKS shall be completely hidden. Coverage shall be complete and meet manufacturer's Exterior joints and all other openings in the building shall be caulked, gasketed, 09 2116 GYPSUM BOARD ASSEMBLIES standards for finish. 01 60 00 PRODUCT REQUIREMENTS weatherstripped, or sealed in an approved manner (ref. Florida Bulking Code - Engergy All gypsum board systems shall be in accordance with recommendations and instructions A. Provide new products unless specifically required or permitted by Contract Documents. Conservation). published by U.S. Gypsum Company's "Gypsum Construction Handbook", latest edition. C. Doors and frames shall be sprayed, not rolled or brushed. Seal all sound partitions with acoustical sealant at base, head, perimeter and all openings. A. Non-loadbearing metal framing materials: Metal framing shall be cold -rolled, galvanized D. Paint materials shall be applied in accordance with the manufacturer's directions on the 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS A. Silicone sanitary sealant, SSS-1, one part silicone rubber, mildew and stain resistant, steel studs and runners, stud gauge as required by manufacturer's product data for heights and container label. Materials shall be evenly spread and smoothly flowed -on without runs, A. Clean-up during construction - execute cleaning procedures to ensure building interior, project ASTM C920, Type S, Grade NS, Class 25. Use at plumbing fixture perimeters mounted on conditions of use; maximum deflection of I/240; sizes indicated. sags, dry spray or other film defects. site, and adjacent properties are maintained free from debris and rubbish. Maintain site, both walls and top and edges of backsplashes at countertops. exterior and interior, in clean and orderly condition. Provide covered, on -site containers for B. Gypsum board: Exterior gypsum sheathing shall be moisture and fire resistant type, E. Extra Materials: Supply for each finish coating material, color and finish specified, one waste collection. B. Two-part non -sag polyurethane sealant, PSV2-1, two-part polyurethane based sealant with thickness as indicated, with square edges. Standard gypsum board shall be 5/8" thickness, gallon of coating material, marked with color and finish identification. separate prepackaged color agent to achieve colors, ASTM C920, Type M, Grade NS, Class tapered edges. Fire retardant gypsum board shall be Type'X', 5/8" thickness, tapered edges. B. Final cleaning - clean finish surfaces in accord with manufacturer's product data and 25. Use at exterior and interior door and window frames perimeter. Provide Dens -Shield DS012 gypsum board (or equal) at all non -tile wet walls. Provide Dens- 10 26 00 WALL PROTECTION SYSTEM requirements specified in sections not more than 48 hours prior to Date of Substantial Shield DS001 gypsum board (or equal) at all wet walls to receive ceramic tile. Minimize butt A. Products to be specified are by Construction Specialties unless noted otherwise. Completion. Remove dust, debris, oils, stains, fingerprints, and temporary labels from exposed C. Acrylic -latex caulk, ALCA, flexible paintable, non -staining, non -bleeding acrylic emulsion, end joints, especially in highly visible locations. Use screws for attachment of all gypsum interior and exterior finish surfaces, include washing and polishing interior and exterior glazing ASTM C834. Use at interior non -working cosmeticjoints between similar and dissimilar board. B. Corner Guards to be surface mounted consisting of snap -on plastic cover installed over materials, vacuum carpeted and.soft surfaces. Broom clean paved surfaces. Install new clean adjacent materials. continuous extruded aluminum retainer. Extruded plasrtic to be a minimum of 0.078 inch set of HVAC system filters not more the 48 hours prior to Date of Substantial Completion. Clean C. Acoustic partitions: 3 5/8" x 20 GA metal studs at 16" o.c. with denim batt acoustic wall thickness. Mounting height shall start on top of base and continue up to 5'-0" aff. plumbing fixtures. Replace used lamps and bulbs and clean lighting fixtures to "like -new" D. Butyl caulk, BC-1, one part butyl rubber caulk, ASTM C1085, black. Use continuous insulation. Sheath with 1/2" sound board with applied mass loaded vinyl sound barrier adhered condition. double bead at sill or threshold of exterior swinging doors. with Green glue. Provide 314" gypsum wall board metal clips @ 16" on center, horizontal, C. Chair rail to be extruded rigid plastic with a minimum of 0.078 inch wall thickness. screwed to mass loaded vinyl. Overlay with 5/8" gypsum wall board applied to dips, provide C. Submit operation and maintenance manuals - submit at issuance of Date of Substantial E. Backer rod, compressible rod stock closed cell foam, open cell foam, soft cell foam, or level 5 finish. D. Wall Protection Panels to be semirigid panel with a minimim sheet size of 48 inches by Completion or 15 days prior to final inspection whichever date is earlier. Submit in duplicate, in 8 neoprene foam, type recommended by sealant manufacturer for material compatibility and 96 inches by 0.040 inch sheet thickness. 112" x 11 inch format in D size ring binders with plastic covers. Internally divide with permanent conditions encountered. D. Acoustic ceilings: 6" x 20 GA metal joists, or as otherwise indicated on drawings at 16" o.c. page dividers logically organized. Include: with denim batt acoustic insulation. Sheath with 1/2" sound board with applied mass loaded 10 28 00 TOILET AND BATH ACCESSORIES 081100 STEEL DOORS AND FRAMES vinyl sound barrier adhered with Green glue. Provide 3/4" gypsum wall board metal dips @ A. Products specified are by Bobrick Washroom Equipment Inc. Acceptable 1. Part 1- Directory: list names, addresses, telephone numbers of Architect, Contractor, A. Exterior steel doors and frames to be Building Standard. 16" on center, horizontal, screwed to mass loaded vinyl. Overlay with 5/8" gypsum wall board manufacturers included American Specialties Inc. and Bradley Washfountain Company. subcontractors, major equipment suppliers, and local service for major equipment. applied to clips, tape and spackle all joints. Finish with batt insulation and acoustical ceiling tile Use ANSI Type 304 stainless steel for all parts except mounting kits for grab bars. B. Materials include steel, ASTM A366, cold rolled steel sheet free of scale, pitting, or surface system as indicated on drawings. 2. Part 2 - Operation and Maintenance Instructions: arrange by system further subdivided by defects; exterior frames and doors, ASTM A525, zinc coated, coating designation G60; and B. Toilet and bath accessories schedule: as indicated on drawings. specification section and include significant design criteria, equipment list, component parts list, primer, one coat manufacturer's standard baked -on enamel rust -inhibitive primer to pin hole E. Joint tape, perforated type recommended for board type use. Joint compound, ready mixed operating instructions, maintenance instructions, and actual free. tape embedment and topping compounds, type recommended for board type use. C. Submit catalog cuts and data sheets indicating size, material and finish, complete parts list, and installation procedures for each accessory. 3. Part 3 - Project Documents and Certificates: include shop drawings and product data, air C. Frame construction shall be factory primed, pressed steel, frames for doors and other F. Sound Attenuation Blankets: for partition and ceiling cavities, sound blankets shall be balance reports, certificates, and photocopies of warranties and bonds. indicated openings. Exterior door frames shall be 16 gauge, face welded, seamless with joints unfaced mineral -fiber blanket insulation manufacturered from slag wool or rock wool with filled and weatherstripping per Section 08710. Interior frames shall be knock down "KD" type thermosetting resins to comply with ASTM C665. Blankets shall have a minimum density of 10 44 00 FIRE PROTECTION SPECIALTIES D. Certificates from governing code authorities indicating construction has been inspected as frames, and 16 gauge. All frames shall have labels for labeled openings as required, with 2.5 pcf,1-1/2" thickness. A. Extinguishers shall be multi -purpose dry chemical extinguisher, ten lbs., UL rating required by laws or ordinances and building is approved for occupancy. standard rubber, neoprene, or silicone silencers. 4A-60B:C, with bracket supporting extinguisher top and bottom, holding extinguisher off G. Tape fill, and sand exposed joints, edges, and comers to produce smooth surface ready to finished wall surface if not located in cabinet. E. Warranties - provide executed warranty in writing, indicate Date of Substantial Completion and D. Provide manufacturer's standard frame anchors for attachment to studs at 2'-0" o.c. max or receive finishes. Feather coats of joint compound so that camber is maximum 1132 inch. warranty expiration date. Warranty period begins on Date of Substantial Completion and fraction thereof on each jamb. Surfacing material to be U.S. Gypsum Company, Sheetrock First Coat. B. Fire extinguisher cabinets shall be semi -recessed, sized to fit extinguishers, minimum continues for one year unless otherwise indicated in individual specification sections or otherwise 18 gauge steel cabinet, door and trim material, prefinished white painted. Door shall be provided by individual manufacturers' warranties. E. Door construction for exterior units shall be Grade II, Heavy Duty, seamless composite H. Accessories include corner reinforcement, Unimast Inc. SHEETROCK No. 800. Metal jamb, duo vertical panel, with tempered glass, with full length piano hinge, roller catch, and pull, construction,16 gauge material, with 20 PSI compressive strength foamed -in -place ceiling and casing "U" and "J" shaped trim providing edge protection and neat finished edges, and lettering FIRE EXTINGUISHER in red pressure sensitive vinyl lettering running F. Record Documents - provide set of Record Documents with final Application for Payment. polyurethane core. Unimast Inc. SHEETROCK Trim No. 801 series. Resilient channel, Unimast Inc. RC-1 vertical. Resilient Channel, 25 gauge galvanized steel. G. Tools, equipment, spare parts, extra material, and related items as required in specification F. Submit manufacturer's product data and shop drawings indicating door and frame C. Locate at 48" AFF, one per every 75 linear feet of travel distance, one per every 3,000 sections at final Application for Payment. elevations, sections, materials, gauges, finishes, fabrication and erection details, location of SF, or per Fire Marshal's direction. finish hardware by dimension, and details of openings and louvers. H. Fire extinguishers - verify extinguishers are charged and ready for use, provide attached tag D. All extinguishers in finished areas shall be set in cabinets. indicating date tested and by whom. G. Provide metal drip at exterior door frames which have no altemative cover. 0-15-2021 Roswell Mill 05-AMill Street, Suite 200 Roswell, Georgia 30075 t 110.650.1550 f 770.650.7559 e-mail arc5itects@randallpaulson.com ' 1� 1 These plans and specifications are the property of Randall•Poulson Architects, Incorporated. these documents may not he copied, reproduced, used or implemented in any way, in part or in whole, without the written consent0 8andalltanlsonkchitects,Incorporated. AN common law rights of copyright are horok specifically roseraed. FLORIDA REGISTRATIONNA0003296 TENANT BUILD -OUT at . ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title SPECIFICATIONS Sheet No. r• ■Released for Construction ❑Not Released for Construction 2020 FLORIDA MECHANICAL CODE - VENTILATION CALCULATION 212028 SAGE DENTAL - ZEPHYRHILLS Vbz BREATHING ZONE Ez Voz DEFAULT CALCULATED PEOPLE PEOPLE Rp Vbzp Ra Vbza OUTDOOR ZONE AIR ZONE OUTDOOR EXHAUST AREA OCCUPANCY OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE VENT. RATE AIRFLOW A J IqN ��� DISTRIBUTION AIRFLOW RATE ROOM NAME SF CLASSIFICATION QTY/1000 SF PEOPLE LOAD VENT. CFM / P CFM CFM / SF CFM CFM ' EFFECTIVENESS CFM CFM OPEN BAYS 1,2,7,8 587 Office spaces 5 3 8 5 15 0.06 35.2 50.2 return 0.8 63 Ceiling supply of warm air and ceiling OPEN BAY 3,4,5,E 596 Office spaces 5 3 8 5 15 0.06 35.8 50.8 return 0.8 63 Ceiling supply of warm a ceiling air and TREATMENT 1 120 Office spaces 5 1 2 5 5 0.06 7.2 12.2 m 0.8 15 Ceiling supply of warm air and TREATMENT 2 120 Office spaces 5 1 2 5 5 0.06 7.2 12.2 return etum 0.8 15 Ceiling supply of warm air and ceiling OFFICE 102 76 Office spaces 5 1 2 5 5 0.06 4.6 9.6 return 0.8 12 Ceiling supply of warm air and ceiling BUSINESS OFFICE 101 219 Offices aces P 5 2 4 5 10 0.06 13.1 23.1 return 0.8 29 Ceiling supply of warm aceiling BREAK ROOM 104 211 Office spaces 5 2 8 5 10 0.06 12.7 22.7 return 0.8 28 Ceiling supply of warm air and ceiling CONSULTANT 108 87 Offices aces P 5 1 2 5 5 0.06 5.2 10.2 return 0.8 13 Ceiling supply of warm air and ceiling WAITING 100 270 Booking/waiting 50 14 10 7.5 105 0.06 16.2 121.2 return 0.8 152 Ceiling supply of warm air and ceiling LAB 93 Offices aces P 5 1 1 5 5 0.06 5.6 10.6 return 0.8 13 Ceiling supply of warm air and ceiling BIO 12 Office spaces 5 1 1 5 5 0.06 0.7 5.7 return 0.8 7 Ceiling supply of warm air and ceiling STERILIZATION 121 Office spaces 5 1 2 5 5 0.06 7.3 1 12.3 return 0.8 15 Ceiling supply of warm air and ceiling TOILET 109 55 Toilet rooms and bathrooms 1 return 0.8 70 Ceiling supply of warm air and ceiling TOILET 110 55 Toilet rooms and bathrooms 1 return 0.8 70 Ceiling supply of warm air and ceiling CORRIDOR LOWER 437 Corridors 0.06 26.2 26.2 return 0.8 33 Ceiling supply of warm air and ceiling CORRIDOR UPPER 264 Corridors 0.06 15.8 15.8 return 0.8 20 TOTAL 3,633 52 190 230.0 420.0 511 140 SYSTEM OUTDOOR AIRFLOW = 510 TOTAL EXH. RATE PLUS 10% FOR PRESSURIZATION = 154 FINAL VENT. AIR REQUIREMENT Greater of Above = 510 NOTES: 1. COMPARISON OF THE TOTAL EXHAUST TO THE TOTAL VENTILATION IS TO ENSURE THAT THE VENTILATION AIR IS A MINIMUM OF 10% GREATER THAN THE EXHAUST AIR. 2. ASSUME 75 CFM EXFILTRATION PER T-0" DOOR. EXHAUST SUPPLEMENT IS TO ELIMINATE USAGE OF BAROMETRIC LOUVER FOR OVER -PRESSURIZATION. EXHAUST FAN SCHEDULE EQUIP. NO. AREA SERVED MANUFACTURER MODEL TYPE FAN AIR FLOW (CFM) EXT. STATIC (in. w.g.) MAX SONES DRIVE TYPE POWER SUPPLY (V-(P-HZ) Control Notes TYPE MARK MARK EF 1 TOILET GREENHECK SP-A90 CEILING 70 0.25 0.4 DIRECT 115-1-60 LIGHT SWITCH 1,2,3 EF 2 TOILET GREENHECK SP-A90 CEILING 70 0.25 0.4 DIRECT 115-1-60 LIGHT SWITCH 1,2,3 EF 3 MECHANICAL GREENHECK SP-A110 CEILING 100 1 0.25 1 0.5 1 DIRECT 115-1-60 CONTINUOUS 1,2,3 EF 4 MED GAS GREENHECK SP-A90 CEILING 70 1 0.25 1 0.4 1 DIRECT 115-1-60 CONTINUOUS 1,2,3 NOTES: 1. FANS SHALL HAVE AMCA CERTIFIED PERFORMANCE RATINGS AND SHALL BEAR AMCA RATINGS SEAL. 2. PROVIDE SPRING/NEOPRENE VIBRATION ISOLATION DAMPERS 3. PROVIDE WITH VARIGREEN MOTOR. ADJUST FOR AIR BALANCE. PACKAGED ROOFTOP UNIT SCHEDULE (ELEC) UNIT ELECTRICAL ENERGY ELECTRIC EQUIP. NO. SUPPLY FAN COMPRESSOR CONDENSER PROPERTIES DIRECT EXPANSION COOLING ANALYSIS HEATING SUPPLY OUTSIDE EXT. D_ = UNIT MODEL NOMINALMANUFACTURER AIR FLOW AIR FLOW STATIC m $ TOTAL SENSIBLE ENTERING LEAVING WEIGHT NOTES TYPE MARK MARK TONS (CFM) (CFM) (in. w.g.) rY g � COOLING COOLING AIR TEMP. AIR TEMP. ARI EER/IEER kW (LBS) a O d Of 0 U- w CAPACITY CAPACITY (DBMB) (DB/WB) O (MBH) (MBH) a RTU 1 CARRIER 50HCD08 1 7.5 1 2625 1 255 1 0.64 1 1 1 1.00 1 2 1 13.E 1 2 1 208-3-60 1 94.8 1 76.8 1 80/67 1 55/54 1 12.20/13.2 1 16 1 1729 1 1,2,3,4,5,E RTU 2 CARRIER 50HCD08 1 7.5 1 2625 1 255 1 0.64 1 1 1 1.00 1 2 1 13.E 1 2 1 208-3-60 1 94.8 1 76.8 1 80/67 1 55/54 1 12.20/13.2 1 16 1 1729 1 1,2,3,4,5,E NOTES: 1. PROVIDE FAN CONTROLLER WITH NON -FUSED DISCONNECT AND THRU-THE-BASE CONNECTIONS. 2. PROVIDE HINGED PANELS AND UNPOWERED (SEPARATE CIRCUIT) CONVENIENCE OUTLET, 3. PROVIDE LOUVERED HAIL GUARD. 4. PROVIDE 14" FACTORY ROOF CURB ACCESSORY. 5. PROVIDE 7-DAY PROGRAMMABLE THERMOSAT WITH AUTOCHANGEOVER, NIGHT SETBACK, OCCUPANCY OVER -RIDE, LCD DISPLAY, AND HUMIDITY SENSOR. 6. PROVIDE WITH HUMIDI-MIZER OPTION. MECHANICAL GENERAL NOTES 1. IN PREPARATION OF THESE PLANS, THE ENGINEER HAS USED CERTAIN ABBREVIATIONS, CONVENTIONS, AND SYMBOLS, THE MEANING OF WHICH ARE ILLUSTRATED AND EXPLAINED WITHIN THE LEGEND. 2. PLANS ARE DIAGRAMMATIC ONLY. THEY ARE INTENDED TO INDICATE CAPACITY, SIZE, LOCATION, DIRECTION, AND GENERAL ARRANGEMENT, BUT NOT EXACT DETAILS OF CONSTRUCTION. THE FACT THAT ONLY CERTAIN FEATURES OF THE INSTALLATION ARE INDICATED MUST NOT BE TAKEN TO MEAN THAT OTHER FEATURES WILL NOT BE REQUIRED. 3. COORDINATE WITH THE OTHER TRADES TO ENSURE THAT EACH TRADE SHALL HAVE SUFFICIENT SPACE TO INSTALL THEIR EQUIPMENT (DUCTWORK, PIPING, ELECTRICAL WORK, ETC.). 4. IN GENERAL, ALL PIPING AND DUCTWORK SHALL BE RUN IN THE CEILING SPACE UNLESS NOTED OR INDICATED OTHERWISE. 5. VERIFY ALL DIMENSIONS FROM ARCHITECTURAL PLANS AND FIELD DIMENSIONS. 6. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 7. ALL RISES AND DROPS IN PIPING AND DUCTWORK MAY NOT NECESSARILY HAVE BEEN SHOWN. CONTRACTOR TO VERIFY. 8. PROVIDE ALL STRUCTURAL MEMBERS, SUPPORT BRACKETS, FLASHING, HARDWARE, ETC. REQUIRED TO INSTALL A COMPLETE SYSTEM. 9. DIFFUSERS AND REGISTER LOCATIONS SHALL BE COORDINATED WITH LIGHT FIXTURE AND OTHER CEILING DEVICE LOCATIONS, FIELD VERIFY. 10. MOUNT ALL THERMOSTATS AND/OR SENSORS 4 FEET ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED. AIR DISTRIBUTION DEVICE SCHEDULE A - TITUS MODEL TMS-AA LOUVER -FACED CEILING DIFFUSER B - TITUS MODEL 50F RETURN/EXHAUST EGGCRATE GRILLE C - TITUS MODEL 30OFS SIDEWALL SUPPLY REGISTER (W/ O.B.D.) D - TITUS MODEL 350 FS SIDEWALL RETURN GRILLE NOTES: 1. COLOR TO BE SPECIFIED BY ARCHITECT. 2. NECK SIZES TO MATCH SIZE OF DUCTWORK TO EACH AIR DEVICE. EACH AIR DEVICE SHALL HAVE A VOLUME DAMPER IN THE DUCT CONNECTED TO THE DEVICE UNLESS NOTED OTHERWISE. IF AIR DEVICE IS LOCATED IN AN INACCESSIBLE CEILING, VOLUME DAMPER SHALL BE INTEGRAL WITH THE AIR DEVICE. EACH AIR DEVICE SHALL HAVE A VOLUME DAMPER IN THE DUCT CONNECTED TO THE DEVICE UNLESS NOTED OTHERWISE. IF AIR DEVICE IS LOCATED IN AN INACCESSIBLE CEILING, PROVIDE INTEGRAL AIR DEVICE ACCESS PANEL EQUAL TO TITUS MODEL TRM, "RAPID MOUNT FRAME" AND LOCATE VOLUME DAMPER WITHIN 2'-0" OF CENTER OF DEVICE. I ©©� El- 4-WAY 3-WAY 2-WAY 2-WAY 1-WAY THROW THROW OPPOSITE CORNER THROW THROW THROW ABBREVIATIONS AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT A AMPERE BHP BRAKE HORSEPOWER BTUH BRITISH THERMAL UNIT PER HOUR CLG CEILING CD CONDENSATE DRAIN CU CONDENSING UNIT CFM CUBIC FEET PER MINUTE 0 DIAMETER DX DIRECT EXPANSION DN DOWN DB DRY BULB EL ELEVATION EAT ENTERING AIR TEMPERATURE EQUIP EQUIPMENT EXH EXHAUST EA EXHAUST AIR EF EXHAUST FAN ESP EXTERNAL STATIC PRESSURE FPM FEET PER MINUTE FB FILTER BOX FD FIRE DAMPER FPI FINS PER INCH FLEX FLEXIBLE FLR or FL FLOOR GALV GALVANIZED HP HORSEPOWER KW KILOWATT MANUF MANUFACTURER VD MANUAL VOLUME DAMPER MAX MAXIMUM MIN MINIMUM OA OUTSIDE AIR LBS POUNDS RA RETURN AIR AND/OR ROOM AIR RTU ROOFTOP UNIT OBD OPPOSED BLADE DAMPER OVAL SQFT SQUARE FEET SQIN SQUARE INCHES SA SUPPLY AIR TEMP TEMPERATURE MBH THOUSAND BTU/H TAD TRANSFER AIR DUCT TYP TYPICAL UC UNDERCUT V VOLTS WB WET BULB GENERAL SYMBOLS PLAN OR DETAIL NO. SHEET NUMBER OKEYED NOTE TO PLAN QREVISION NUMBER N NORTH ARROW MECHANICAL SYMBOL LEGEND xCEILING SUPPLY DIFFUSER zCEILING RETURN GRILLE zCEILING EXHAUST GRILLE 0 CEILING EXHAUST FAN IN -LINE EXHAUST FAN WALL DYNAMIC FIRE DAMPER, STYLE'B' FIRE DUCT DAMPER, STYLE'CR' FIRE DAMPER FOR FD ROUND DUCTS WALL DUCT :::::4 SD DYNAMIC SMOKE DAMPER WALL DUCT COMBINATION DYNAMIC FIRE / SMOKE DAMPER FSD sD DUCT SMOKE DETECTOR RETURN / EXHAUST DUCT TURNING DN RETURN / EXHAUST DUCT TURNING UP SUPPLY / OUTSIDE DUCT TURNING DN SUPPLY / OUTSIDE DUCT TURNING UP EXISTING DUCT TRANSFER OPENING IN WALL ABOVE CEILING UC 3/4" UNDERCUT BELOW DOOR RD RADIANT DAMPER (RD) CONNECT TO EXISTING O DISCONNECT FROM EXISTING SIDE WALL SUPPLY GRILLE �-r- SIDE WALL RETURN GRILLE A-12x12 200 CFM AIR DEVICE TYPE AND SIZE AIR FLOW CFM THERMOSTAT, HUMIDISTAT, CO2 SENSOR -R� REFRIGERANT PIPING (LINE SET) C---- CONDENSATE DRAIN PIPING ?---+C) PIPE TURNING UP PIPE TURNING DOWN 2 POSITION MOTORIZED DAMPER MANUAL VOLUME DAMPER CHWS CHILLED WATER SUPPLY PIPING CHWR CHILLED WATER RETURN PIPING CWS CONDENSING WATER SUPPLY PIPING CWR CONDENSING WATER RETURN PIPING N GATE VALVE BALL VALVE CHECK VALVE STRAINER STRAINER WITH BLOW DOWN VALVE I I UNION NEEDLE VALVE WITH PRESSURE GAUGE 4 THERMOMETER I�I BUTTERFLY VALVE BALANCING VALVE FLEX CONNECTION MOTORIZED CONTROL VALVE TRIPLE DUTY VALVE ��❑ VERTICAL INLINE PUMP (PLAN VIEW) PUMP AUTOMATIC AIR VENT \\\0\ 11 I G l 111 /jai i 0 1 r �0 SATE_ F ,44i Z °4 GRID P.-' ���� JA*4 MCVE I G H GUM ENGINEERING INC Atlanta • Charlotte • Jacksonville Raleigh www.MeVeigbManguTn.com 1955 Lake Park Drive SE, Suite 325 Smyrna, Georgia 30080 Ph: (678) 213-1616 email: mail@McVeighMangum.com PEF005182 Eng. of Record: KENNETH GONZALEZ License No.:61015 R A D A L L P A U L S 0 N r c h t e c t S Roswell Mill 85-A Mill Street, Suite 200 Roswell, Georgia 30015 t 170.650.1550 f 770.650.7550 e-mail architects@randallpaulson.com arch itecture/interiors These plans and specifications are the property of llandall-Paulson Architects, Incorporated. These documents may not he copied, reproduced used or implemented in any way, in part or in whole, without the written consent of Randall -Paulson Architects, Incorporated. All common law rights of copyright are hereby specifically reserved. TENANT BUILD -OUT at ZEPHYRHILLS for z ,�w�IMfr iIIMM�M. U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record 14 JUNE 2021 ISSUE FOR PERMIT Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title NOTES, LEGENDS, & SYMBOLS Sheet No. MM001 Released for Construction ❑ Not Released for Construction B-24x24 185 CFM it rLU ;fwr OSE AN'—) SK40KE GASK A-12x12 55 CFM 18"x16" 3. ITHI 'ER AN m 18"x16" 3. ITHI 'ER AN m 18"x16" I � �� �� ( /� 1200 CFMjrx �� ,� I ( 18x16 I LI I I�_�I � 18x16 ri`*� HVAC PLAN M-101 SCALE: 1/4" = 1'-0" _._,... L FIEFZ ANE O KEYED NOTES: 1. 18x14 SUPPLY DUCT UP TO RTU — 1. EQUIPMENT SELECTION TO BE DETERMINED. 2. 18x16 RETURN DUCT UP TO RTU — 1. EQUIPMENT SELECTION TO BE DETERMINED. 3. 18x16 SUPPLY DUCT UP TO RTU — 2. EQUIPMENT SELECTION TO BE DETERMINED. 4. 18x18 RETURN DUCT UP TO RTU — 2. EQUIPMENT SELECTION TO BE DETERMINED. o. 5 ; STATE OF i�0•n�' ZORIO�-'����� i, ZONAL S�''-----• G �A*�* McVEIGH&MANGUM ENGINEERING . INC Atlanta • Charlotte • Jacksonville • Raleigh www.McVeigbMangum.com 1955 Lake Park Drive SE, Suite 325 Smyrna, Georgia 30080 Ph: (678) 213-1616 email: mail@McVeighMangum.com PEF005182 Eng. ofRecord:KENNETH GONZALEZ License No.:61015 0 R A N D A L L IP A U L S 0' N Roswell Mill 85-A Mill Street, Suite 200 Roswell, Georgia 30975 t 110.650.7558 f 770.6503559 e-mail architects@randalipaulson.com These plans and specifications are to property of Randall -Paulson Architects, Incorporated. These documents may art he copied, reproduced, used or implemented in anyway, in part or in whole, without the written consent of Randall -Paulson Architects, Incorporated, All common law rights of copyright are hereby specifically resmvK TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title HVAC FLOOR PLAN Sheet No. mmi 01 Released for Construction ❑ Not Released for Construction HANGER STRAPS: 1 "x 22 GAUGE, FLEXIBLE DUCT: SUPPORTED FROM STRUCTURE ABOVE, INSULATED, MAXIMUM (3) SHEET METAL SCREWS BELOW 8'-0" DO NOT SAG OR KINK WRAP INSULATION: OVER- ROUND SELF-SEALING WIRE SUPPORTS LAP 4" MINIMUM, STAPLE & DUCT EQUAL TO TO PREVENT SAGS TAPE FOR VAPOR SEAL SPIROSAFE; WRAP w/ AND KINKS IN FLEX 2" DUCT INSULATION; SEAL INSULATION w/ GLASS FABRIC/MASTIC ARE TAPE AND BAND CLAMP AND IDE :FREE I MASTIC OUTER THREE SHEET EA JACKET, TYP METAL SCREWS ONS — — — — — — — — — THROUGH HELIX OF FLEXIBLE DUCT MINIMUM RADIUS EQUAL LINER, TYP SECURE INSULATION w/ TO THE FLEX DUCT STICK -PINS AT 18" OC DIAMETER AND ADHESIVE ON BOTTOM, FOR DUCTS 24" AND LARGER MAXIMUM VERTICAL DUCT —mil l� CONICAL SPIN -IN FITTING ;RUN w/ VOLUME DAMPER EQUAL TO CROWN PRODUCTS MODEL 3200-DS (SEE SPECS FOR OTHER DESIGNER: OPTIONS) BE AWARE OF DIFFUSER TYPE AND SHEETMETAL CONSTRUCTION. DUCT FABRICATION NOTES: 1. DUCTS SHALL BE FABRICATED & INSTALLED PER THE LATEST EDITION OF SMACNA DUCT CONSTRUCTION STANDARDS. 2. ALTERNATE INTERPRETATIONS OF SMACNA DUCT MATERIAL, HANGERS AND REINFORCEMENTS ARE SUBJECT TO ENGINEER APPROVAL, AND REQUIRE SEPARATE SUBMITTAL OF THE ALTERNATES. 3. FLEXIBLE DUCT CONNECTORS SHALL BE PROVIDED WHERE SHOWN ON THE PLAN. 4. SUPPLY AIR DROPS FROM ROOF TOP UNITS SHALL TRANSITION FROM THE UNIT OPENING SIZE TO SQUARE NECK ELBOWS, w/ SIZES AS SHOWN ON THE PLAN. IF TWO SUPPLY AIR DUCT RUNS ARE AT THE UNIT, THEN TWO SEPARATE DROPS & ELBOWS SHALL BE PROVIDED. 5. RETURN AIR DROPS FROM THE ROOF TOP UNITS SHALL BE FULL SIZE OF THE UNIT OPENING. 6. ELBOWS SHALL BE SQUARE NECK (SAME IN OUT DIMENSION) w/ 2" DOUBLE THICKNESS TURNING VANES. 7. OFFSETS SHALL NOT REDUCE THE FREE AREA, AND SHALL NOT EXCEED 30 A RADIUS HEEL SHALL BE PROVIDED ON 300 OFFSETS. SMALLER OFFSETS SHALL BE MITERED AT BOTH THE HEEL & THROAT. 8. TRANSITIONS SHALL NOT EXCEED 1:3 RATIO (4" TRANSITION PER FOOT SINGLE SIDED TRANSITION, AND 8" PER FOOT DOUBLE SIDED TRANSITION). 9. INSULATION SHALL BE NFPA 90 APPROVED, w/ MINIMUM R-VALUE OF 4.2. WRAP INSULATION SHALL BE 2" THICK w/ ALUMINUM FOIL FACING. LINER SHALL BE 1" THICK, 1-1/2 PCF DENSITY. 10. RECTANGULAR BRANCH CONNECTIONS SHALL BE 450 ENTRY TYPE PER SMACNA FIGURE 2-6. 11. ROUND DUCT CONNECTIONS SHALL BE w/ "CROWN PRODUCTS COMPANY" 3200-DS FITTINGS, DAMPER AND HANDLE. SPRAY PAINT LOCATIONS OF HANDLES. 12. FLEXIBLE DUCT SHALL INCLUDE AN INNER POLYETHYLENE LINER, A SPRING HELIX, 1-1/4" BLANKET INSULATION (R-6.0), A FOIL OUTER VAPOR BARRIER, AND BE UL LISTED CLASS I AIR DUCT. 13. SEAL ALL SUPPLY, RETURN & OUTSIDE AIR DUCT JOINTS w/ DUCT SEALER; SEAL ALL INSULATION JOISTS w/ GLASS FABRIC AND MASTIC. CONCEALED DUCTWORK INSTALLATION DETAIL (SHEET METAL) SCALE: NTS PROVIDE COLLAR WHERE DUCTS PASS THRU WALL BLADE AND LINK CINCH 17- 1 i I � I L---J ACCESS PANEL FIRE —RATED STRUCTURE 20 GA STEEL BLADES w/ INTERLOCKING JOINTS PROVIDE CLOSURE SPRING AND LATCHES FOR HORIZONTAL INSTALLATION ROUND OR RECTANGULAR i DUCT FUSIBLE LINK (165°F) 22 GA STEEL MOUNTING COLLAR BREAK -AWAY CONNECTION 1 1/2"xl 1/2"xl/8" STEEL ANGLE FASTENED TO COLLAR ONLY w/ #10 SCREWS, TYP DYNAMIC FIRE DAMPER DETAIL SCALE: NTS FANP_� -- \ HANGER SUPPORTS: 1"x 22 GA, DO NOT SUPPORT FROM CEILING INTEGRAL BACKDRAFT DAMPER �— VARIABLE SPEED CONTROLLER MARK w/ THE "AS BALANCED POSITION" (DIRECT DRIVE UNITS) DISCONNECT SWITCH: FURNISHED BY MECHANICAL CONTRACTOR OR FAN MANUFACTURER CEILING CEILING MOUNTED FAN DETAIL SCALE: NTS T/MIr+AI Ol1llC -r^M I Mrr 1" COND w/ 2" P-TRAP FLEX CONN, TYP GASKET CONN ROOF DECK FUL DUCT, AND BEAM TYPICAL ROOF MOUNTED UNIT SCALE: NTS INTAKE FILTER OA INTAKE RY CURB SMOKE DETECTOR CEILING JED DUCT, SEE PLAN STRAP HANGARS FiANGEK — STRAPS 60" MAX SCREWS MAY BE OMITTED IF 1" MIN HANGAR LOOPS UNDER DUCT HANGAR FLOAD RA" FASTENE FASTENEI 36" 0 MAX BAND OF SAME SIZE AS HANGER STRAP UNLESS FOOT OF STRAP IS PLACED UNDER A BOTTOM DUCT REINFORCEMENT 24" 0 MAX CURE WIRE SEE 10" 0 MAX — HANGER RODS, — WIRES OR STRAPS TRAPEZE HANGARS SIZE BOLT(S) FOR LOAD ROD NUTS `—ANGLES ALTERNATE LOCATION - GENERAL NOTES: 1. DETAILS BASED ON SMACNA 1995, FIG. 4-4. 2. DUCT REINFORCEMENT MAY BE USED FOR ATTACHMENT IF IT QUALIFIES FOR BOTH DUTIES. 3. DO NOT EXCEED SMACNA, CH. 4, ALLOWABLE LOAD LIMITS. 4. HANGERS MUST NOT DEFORM DUCT SHAPE. BAND, ONE—HALF ROUND, MAY BE USED IF DUCT SHAPE IS MAINTAINED DUCT SUPPORT DETAIL SCALE: NTS MECHANICAL SUBCONTRACTOR SHALL PROVIDE ITEMS NOTED BELOW ROOFTOP UNIT GASKET AND SILICONE SEALING PRESSURE —TREATED WOOD NAILER STRIP FACTORY CURB: NRCA APPROVED, 18 GAGE, SQUARE WIN 1/8" ON DIAGONAL MEASUREMENT, w/ A MINIMUM OF 8" ABOVE TOP OF ROOF CURB SET DIRECTLY ON STEEL - MECH UNIT BASE GASKET & SEALANT 2410 TEK SCREWS @ 24" PT 2x WOOD NAILER STRUCTURAL STEEL ANGLE CURB HEIGHT = 14" GENERAL CONTRACTOR SHALL PROVIDE ITEMS NOTED BELOW SEE DETAIL A -A COUNTER FLASHING STRIP 1" RIGID INSULATION 3" CANT STRIP ROOFING ROOF INSULATION — METAL DECKING STRUCTURAL SUPPORT FRAME FOR UNIT & DECKING AT FULL PERIMETER OF FACTORY CURB 12 GA ANGLE w/ 1-8" LEGS 0'-6" LG @ 24" (2 MIN PER SIDE) w/ 2410 TEK SCREWS EACH LEG ROOFING & FLASHING, SEE ARCH �—#10 TEK SCREWS @ 12" OC OR 1-8" FILLET WELD @ 12" DETAIL A -A NOTES: 1. MECHANICAL SUBCONTRACTOR SHALL FURNISH ROOF OPENING SIZES & LOCATIONS, FOR STRUCTURAL SUPPORT FRAMING BY GENERAL CONTRACTOR. 2. THIS CURB DETAIL WILL ALLOW THE UNIT TO SLOPE w/ THE SLOPE OF THE ROOF PITCH. THIS DETAIL CAN ONLY BE USED: A. IF THE CONDENSATE DRAIN PAN OUTLET IS ON THE LOW SIDE OFTHE UNIT, OR B. IF THE CONDENSATE DRAIN PAN IS NOT AFFECTED BY SLOPE. THIS DETAIL CAN NOT BE USED IF THE CONDENSATE DRAIN CONNECTION IS ON THE HIGH SIDE OF THE UNIT. 3. COORDINATE THIS DETAIL w/ ARCHITECTURAL APPLICATIONS FOR THE ROOF. r6 ROOFTOP UNIT CURB DETAIL SCALE: NTS 15 ' i®�� ` STATE OF 170NAL E���� 4*. MOVE IGH &MANGUM ENGINEERING INC Atlanta • Charlotte • Jacksonville Raleigh www.McVeighMangum.com 1955 Lake Park Drive SE, Suite 325 Smyrna, Georgia 30080 Ph: (678) 213-1616 email: mail@,McVeigWangum.com PEF005182 Eng. of Record: KENNETHGONZALEZ LicenseNo.:61015 VON J Roswell Mill 85-A Mill Street, Suite 200 Roswell, Georgia 30015 t 110.�i50.1558 f 710.fi50.1559 e-mail architects@randallpaulson.com These plans and specifications are the property of Randall -Paulson Architects, Incorporated. These documents may not he copied, reproduced, used or implemented in any way, in part Orin whole, without the written consent of Randall -Paulson Architects, Incorporated. All common law rights of copyright are hereby specifically reserved. TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title DETAILS Sheet No. M=400 Released for Construction ❑Not Released for Construction 1. GENERAL PROVISIONS 4. INSTALL PIPING WITHIN THE BUILDING THERMAL ENVELOPE OR PROVIDE HEAT TRACING BELOW PIPE INSULATION'WHEPE EXPOSED 'TO FREEZING 13.FOR ROUND DUCTS; THE HANGERS SHALL BETHE GALVANIZED STEEL STRAP HANGERS. SIZES AND NUMSIERfOR STRAP HANGERS SHALL BE AND SEALED TO THE PIPE WITH A HOT APPLIED ADHESIVE WHICH RETAINS ITS ELASTICITY IN HOT AND COLD ENVIRONMENTS. I � TEMPERATURE$. I BASED ON DUCT SIZE AS SCHEDULED IN THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS, 1 FIELD APPLIED WRAPPING TAPF FOR FITTINGS AND JOINTS SHALL BE COAL TAR WITH HEAVY VINYLOR POLYESTER FILM BACKING MEETING A. OVERVIEW FEDERAL SPECIFICATION 14H-T-30A, TAPECOAT CT OR TAPECOAT 20 ORJTJOINT'COATINGS, INC., wr H PRIMER, APPLICATION PROCEDURES AND . � S. INSULATION THICKNESS D,AOOF CARS HEATING IN ACCORDANCE WITH THE TAPE MANUFACTURER'S RECOMM. ENDATIONS- L ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH ALL STATE AND LOCAL CODES HAVING JURISDICTIONIAND WITH THE 4. ARRANGE WITH THE UTILITY COMPANY TO PROVIDEGAS SERVICE TO INDICATED LOCATION WITH SHUTOFF AT TERMINATION. MAKEALL I REQUIREMENTS OF THE UTILITY COMPANIES WHOSE SERVICES MAY BE USED. ALL MODIFICATIONS REQUIRED SYTHESE CODES SHALL BE MADE L DOMESTIC COLDWATER INSULATION SHALL BE 1" MINIMUM OR. AS REQUIRED BY LOCAL ENERGY CODES, 1. UNLESS OTHERWISE SPECIFLEEL ROOF INTAKE AND EXHAUST CAPS SHALL RE ROUND, MINIMUM 16 GAUGE SPUN -ALUMINUM WITH I , I ARRANGEMENTS WITH UTWTYAS TO THE EXTENT OF ITS WORK, AND PAY ALL COSTS, FEES AND SECURE PERMITS INVOLVEDTO OBTAIN SERVICE BY THE CONTRACTOR WITHOUT ADDITIONAL CHARGES, WHERE CODE REQUIREMENTS ARE LESS THAN THOSE SHOWN ON THE PLANS OR IN THE , 2- FOR MEDIA BELOW 60 DEGREES INSULATION SHALL BE I" UP TO 1-34' PIRIESVE; 1.5' THICK UP TO 3' PIPE SIZE; AND 2' THICK BEYOND 3' PIPE CONTINUOUSLY WELDED CURSCAP. PROVIDE WITH MANUFACTUAIER�S, ROOF CURB. PROVIDE SLOPED CURB FOR PITCHED ROOFS, EXHAUST I FOR THE BUILDING. SPECIFICATIONS, THE PLANS AND SPECIFICATIONS S44ALL BE FOLLOWED. WHERE APPLICABLE, NFPA REQUIREMENTS SHALL BE MET- SIZE, ROOF HOODS PROVIDED WITH BACKDRAFT DAMPER. CIA HOODS SHALL BE PROVIDED WITH A 12011 MOTORIZED DAMPER TO CLOSE WHEN 2. IN ME OF ANY CONFLICTS BETWEEN CONTRACT DOCUMENTS, THE STRICTER/MORE STRINGENT SHALL GOVERN, EQUIPMENT SERVED IS POWERED DOWN UNLESS INDIVIDUAL MOTORIZED DAMPERS ARE INDICATED AT EQUIPMENT BRANCHES. 5� PROVIDE SHUTOFF IN GAS SERVICE PIPE AT ENTRY IN BUILDING, EXT/ENID PIPE TO GAS METER LOCATtON INDICATED; PROVIDE PARTS AND I . , , 3, CHILLED WATER PIPING INSULATION SHALL BE I' UP TO 1-1/4' PIPE SIZE, 1.5" UP TO 3", . E. LOUVERS ACCESSORIES REQUIRED BY UTiLITY TO CONNECT TO METER- 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, INSPECTIONS, AND APPROVALS AS REQUIRED BYALL AUTHORITIES HAVING JURISDICTION AND I C, FIBERGLASS PIPE INSULATION 6, PROVIDE VALVE AND UNION SHALL BE PROVIDED AT EACH CONNECTION TO A PIECE OF EQUIPMENT. EQUIPMENT PROVIDED WITH A FLANGED DELIVER CERTIFICATES OF APPROVAL TO THE ENGINEER. ALL FEES AND COSTS OF ANY NATURE WHATSOEVER INCIDENTAL TO THESE PERMITS, L LOUVERS SHALL BE STATIONARY ALUMINUM, 4' DEEP WITH DRAINABLE BLADES, HIDDEN MULLION, ALL 0-081- ALUMINUM WALL THICKNESS, INLET SHALL HAVE A FLANGED CONNECTION, . I INSPECTIONS AND APPROVALS MUST BE ASSUMED AND PAID BY THE CONTRACTOR. L ONE PIECE FIBROUS GLASS PIPE INSULATION WITH FACTORY APPLIED ALUMINUM FOIL AND WHITE KRAFT PAPER FLAMERIETARDANT VAPOR AND KYNAR FINISH TO BE COORDINATED WITH ARCHITECT FOR COLOR. LOUVER SIZED FOR 50% FREE AREA FOR 800 FPM AIRSPEED TO PREVENT 4� THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF 0,S.'H,A, BARRIERJACKET. WATER ENTRAI NMENT. PROVIDE EACH LOUVER WITH A MINIMum ir GEEP FULL SIZE PLENUM WITH DUCTCONNECTION SIZED AS INDICATED�. 7. DRIP UEQS,6-iNCHE5 LONG, SHALL BE PROVIDED IN GAS PIPING AT ENDS OF HORIZONTAL RUNS, AT THE BASE OF RISERS AND AT CONNECTIONS . 2. PROVIDE SEUF_�SEALING LONGITUDINAL JACKET LAPS AND.BUTT STRIPS. AVERAGE THERMAL CONDUCTIVITY. 0.23 STU/ft PER SQUARE FOOT PROVIDE OUTDOOR AIR SUPPLY LOUVERS INLET PLENUMS WITH ELASTOMERIC LtNER AND PROVIDE MOTORIZED DAMPER AT CONNECTED DUCT. TO EQUIPMENT. DRIP LEG CAP SHALL BE REMOVABLE WITH MINIMUM 4" BETWEEN CAP AND WALL OR ROOF. S. THE WORKMANSHIP AND MATERIALS COVERED BY THESE SPECIRCATIONS SHALL CONFORM TO ALL ORDINANCES AND REGULATIONS OF THE I I PER DEGREES F PER HOUR AT 75 DEGREES F MEAN TEMPERATURE. LAYOUT BASIS IS RUSKIN ELF375DX. PROVIDE WITH INSECTSCREENING AT LOUVER FACE. 84 GAS PIPING WITHIN THE BUILDING SHALL BE RUN ABOVE FLOOR SLAB, CITY, COUNTY AND/OR OTHER AUTHORITIES HAVING JURISDICTION. 1 V.f4VAC EQUIPMENT 6� ,CONTRACTOR SHALL VISIT THE SITE AND EXAMINE EXISTING CONDITIONS BEFORE SUBMITTING BID, NO ALLOWANCE WILL BE MADE FOR LACK 3. PROVIDE INSULATION CEMENTj FIBERGLASS REINFORCEMENT FABRIC, VAPOR BARRIER COATING, FOR CONTINUOUS, AIPVTIGHT INSULATION ' � 9- PRESSURE REGULATOR,S�ARf TO BE PROVIDED ON ALL EQUIPMENT IF NOT PROVIDEDAS PART OF THE EQUIPMENT. COORDINATE INLEVOUTLET � I I OF KNOWLEDGE OF EXISTING CONDITIONS WHEN SUCH CONDITIONS CAN BE DETERMINED BY OBSERVATION� WITH VAPOR BARRIER. A.CONTRACTOR SHALL VERIFY REASONABLE OPERATION OF EXISTING UNITTOREMAIN IN USE AND MAKE ANY REPAIRS OR COMPONENT REPLACEMENT I PRESSURES WITH ACTUAL DELIVERED PRESSURE AND EQUIPMENT IN -LET PRESSURES. CONTRACTOR. SHALL ARRANGE FOR ADJUSTMENT 01: GAS REQUIRED TO HAVE THE UNITS OPERATE, A FULL CAPACITY. ALL RUST AND EXTERIOR DAMAGE SHOULD BE REPAIRED AND PAINTED. A. TECHNICIAN'S PRESSURE TO PREVENT EXCESSIVE OR INSUFFICIENT GAS PRESSURE TO ALL EQUIPMENT PIECES. 7; PRIOR TO SUBMITTING DATA FOR OR PURCHASING EQUIPMENT REQUIRING ELEC717R�.CAL SERVICE, THE CONTRACTOR SHALL VERIFY THAT , D. FOAMGLASSPtPE,INSULATION I . . REPORT SHOULD BE ATTAINED AND DELIVEREDTO THE OWNER FOR APPROVAL FOR. EXISTING. EQUIPMENT REPAIRS. , 10.PROVIDE FLEX HOSE CONNECTION TO ALL INDOOR APPLIANCES NOT SUPPLIED WIT14 T14E EQUIPMENT PIECE BY THE OWNER OR EQUIPMENT ELECTRICAL CHARACTERISTICS OF EQUIPMENT SUBMIT TALS COMPLY WITH ELECTRICAL SERVICE PROVIDED FOR THE SPECIFIED ITEMS OF B� ALL NEW AND REUSED UNIT ACCESS AND CONNECTION OPENINGS SHALL BE SEALED WITH PROVIDED GROMMETS, GASKETS FOR AIR TIG14T PROVIDER. EQUIPMENT. 3. FOAM GLASSTYPE PIPE INSULATION SHALL HAVE MAXIMUM K FACTOR OF 0.38AT 50 DEGREES P MEAN TEMPERATURE. MINIMUM DENSITY - I SHALL BE 8 LB/CUI, FT., 1 1/2- THICK MINIMUM. PROVIDE MASTIC, FIBERGLASS REINFORCED STRAPPING TAPE TO ASSURE AIR- TIGHT CONSTRUCTION WITH CONTINUOUS CA-5f INSULATION. CONTRACTOR TO REPAIR OR. REPLACE DAMAGED DOORS, SEALS, GASKETS, GROMMETS . . � � . 11.THREADED JOINTS SHALL BE MADE WITH A MIXTURE OF GRAPHITE AND OIL APPLIED TO MALE THREADS ONLY. AFTER CUTTING AND PRIOR TO & UPON RECEIPT OF THE CONTRACTOR OF REVIEWED SUBMITTALS. FOR EQUIPMENT PROVIDED UNDER THIS DIVISION, THE CONTRACTOR SHALL COORDINATE THE ELECTRICAL SERVICE REQUIREMENTS, LE., MOTOR HORSEPOWER AND FULL LOAD AMPS, ELECTRICAL SERVICE I MOISTURE -PROOF INSULATION. PROVIDE WITH ALUMINUM JACKETING THAT SHALL BE 0.016" THICK WITH FITTING COVERS 0.024"THICK. I I ETC_ THAT PREVENT AIR -TIGHT CASING. THREADING, PIPE SHALL BE REAMED AND SHALL HAVE BURRS REMOVED - CHARACTERISTICS (VOLTAGE AND PHASE), AND NUMBER OF SERVICES FOR EACH REM OF EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS PROVIDE WITH 5 WATT/FT HEAT TRACING BELOW INSULATION FOR OUTDOOR, ABOVE-GROILIND INSTALLATION. C_ ALL EXHAUST SHALL BE DUCTED FROM UNIT OUTLET TO ROOF CAP INLET OR LOUVER WITH CONTINUOUSLY SEALED DUCTING. NO'EXHAUST SHALL BE 12. WELDED JOINTS SHALL BE FUSION WELDED IN ACCORDANCE WITH ANSI B31, SECTION 6. WITH THE ELECTRICAL DRAWINGS AND SPECIFICATIONS, 12, PROVIDE FOAM GLASS INSERTS AT PIPE HANGERS, CLAMPS, OR OTHER SUPPORTS IN FIBERGLASS OR ELASTOMERIC PIPE INSULATION OPENED INTO THE BUILDING EXTERIOR, PROVIDE ENCLOSED DUCT TRANSITION TO EACH ROOF CAM OR WALL LOUVER. 13.FLANGED JOINTS SHALL BE FACED TRUE, PROVIDED WITH GASKET AND MADE SQUARE AND TIGHT- 9. ITEMS ON OR PROJECTING THROUGH THE CEILING SHALL HE COORDINATED WITH OTHER TRADES. � INSTALLATIONS INSERTS SHALL BE SAME THICKNESS AS ADJOINING PIPE INSULATION. VAPOR SEALSHALLBEAS HEREINSIEFORESPECIF10. D, ALL AIR MOVING EQUIPMENT SHALL BE PROVIDED WITH VIBRATION ISOLATION AND FLEXIBLE DUCT CONNECTIONS. I 1. 14�SRAZED JOINTS SHALL BE MADE UP USING BCUP-S BRAZING ALLOY WITH A COMPATIBLE FLUX. 10.EQUIPMENT MODEL NUMBERS ARE PROVIDED FOR GENERAL GUIDANCE, CONTRACTOR SHALL PROVIDE EQUIPMENT THAT MEETS THE PHYSICAL ALUMINUM JACKETING SHALL NOT RE REQUIRED FOR INDOOR INSERTS (PVC OR WHITE ALL -SERVICE F04L/KRAMACKETING MEDIA SHALL BE USED)- E. CONTRACTOR SHALL PROVIDE GRAVITY DRAINAGE FOR ALL CONDENSATE -PRODUCING H.EATING/COOLING EQUIPMENT VIA GRAVITY DRAINAGE OR . 1S.A.LL STEEL FITTINGS AND JOINTS IN UNDERGROUND PIPING SHALL. BE FIELD -COATED USING A PRIMER AND FLEXIBLE POLYETHYLENE TAPE AND CAPACITIES AS SCHEDULED AND GFNERAL ARRANGEMENT AS INDICATED IN THE DRAWING SET, CONTRACTOR SHALL VERIFY EXACT,, CURRENT I CONDENSATE PUMP IFGRAVITY DRAINAGE CANNOT BE ACHIEVED. � I THE SAME MANUFACTURER AS THE PIPE COATING. DAMAGED COATfNGSHALL BE REPAIRED WITH PRIMER AND TAPE AS SPECIFIED FOR . MODEL NUMBERS WITH THE MANUFACTURERS� F. PROVIDE 2 SETS OF FILTERS FOR EACH FILTERED HVAC EQUIPMENT PIECE. PROVIDE FILTER AT INITIAL START-UP, JUST BEPO.RE TEST AND BALANCE AND � I FITTINGS AND JOINTS. E, ELASTOMERIC (CLOSED CELL FOAM) PIPE INSULATION I AGAIN AT TURN OVER TO OWNER. ALL AIR INLETS AND OUTLETS SHALL BE SEALED WITH FILTER MEDIADURING GENERALCO I NSTRUCTI ON PRIOR TO TEST AND BALANCE. B. OPERATION AND MAINTENANCE INSTRUCTIONS L ELASTOM ERIC SHALL BE PROVIDED FOR ALL REFRIGERANT PIPING AND OUTDOOR INSULATED PIPING AND MAY BEIUSED FOR INDOOR DOMESTIC 1. THE CONTRACTOR SHALL PROVIDE TWO OPERATION AND MAINTENANCE MANUALS. THE MANUALS SHALL BE COMPILED IN HARD BACK, THREE OR CONDENSATE PIPING. PIPING WILL REQUIRE JACKETING- ALUMINUM FOR OUTDOOR PIPING OR FOIL/WHITE KRAFT MEDLAOR PVC FOR INDOOR PIPING. PROVIDE WITH FULL ADHESIVE ADHERING SEAMS AND JOI TSFORCONT1 5 VAPOR BARRIER. ELBOWS SHALLBE FORMED N NUOU IT G.ROOFTOPUN S D, SANITARY WASTE &VENT,STOR.M&GREASE WASTE RING NOTEBOOK$. O&M MANUALS SHALL HAVE PERMANENT LABELS ON FRONT AND SIDE, THE FOLLOWING INFORMATION SHALL APPEAR IN EACH MANUAL: BY CUTTING SEGMENTS AT 30 DEGREE ANGLES (3 SEGMENTS AT EACH 90 DEGREE SEND) WITH MASTIC AT ALL SEAMS, PROVIDE PREFORMED 1. PROVIDE PACKAGED DX ROOFTOP UNITS MANUFACTURED BY TRANE, LENNOX, AAON, CARRIER, OR YORK. PROVIDE WITH CAPACITIES AND _ 1. UNDERGROUND SANITARY, WASTE AND VENT PIPING, AND STORM DRAINAG E PIPING, AND INDOOR PIPING ABOVE 8" IN SIZE SHALL BE SERVICE 2� PROVIDE MANUFACTURER'S PRINTED OPERATING PROCEDURES TO INCLUDE START�UP, BREAK-M, ROUTINE AND NORMAL OPERATING JACKETING ELBOWS AT ALL PIPING ELBOWS, . ACCESSORIES PER. UNIT SCHEDULE, PROVIDE CUSTOM SLOPED ROOF CURBS FOR ROOFS WITH GREATER THAN 2% SLOPE. PROVIDE VIBRATION . I 1 � WEIGHT (COATED) CAST IRON SOIL. PIPEAND FITTINGS, ASTM A74., WITH GASKET HUB AND SPIGOT JOINTS, ASTM C564. GASKET JOINTS FOR tNMUCTIONS; REGULATION CONTROL, STOPPING, SHUTDOWN AND EMERGENCY. INSTRUCTIONS; AND SUMMER AND WINTER OPERATING . . F. FIBERGLASS BLANKET INSULATION FOR DUCTWORK (ALL INDOOR DUCT SUPPLY AND OUTDOOR AIR) ISOLATION TYPE ROOF CURBS FOR UNITS DIRECTLY OVER MUSIC REHEARSAL, PERFORMANCE OR OTHER ASSEMBLY AREAS. ALL UNITS SHALL BE PROVIDED WITH A MOTORIZED OA DAMPER OR ECONOMIZER, COIL GUARDS, HINGED ACCESS PANELS, SUPPLY AND RETURN SMOKE DETECTORS, CAST IRON PIPE SHALL BE MADE WITH LUBRICATED NEOPRENE COMPRESSION GASKETS- PVC S14ALL BE PERMITTED IF ALLWEDBY LOCAL CODE. UNDERGROUND PVC PIPING SHALL BE SCHEDULE 40 PVCWITH SOLVENT WELD JOINTS MEETING ASTM D-2785 AND ASTM D-2665. INSTRUCTIONS. PROVIDE MAiNTENANCE PROCEDURES FOR ROUTINE PREVENTATIVE MAINTENANCE AND TROUBLESHOOTING-, DISASSEMBLY, REPAIR AND REASSEMBLY, AUG14ING AND ADJUSTING INSTRUCTIONS, SERVICING INSTRUCTIONS AND LUBRICATION CHA I RTSAND 1, INSULATION SHALL BE BLANKET TYPE FIBERGLASS INSULATION WITH AVERAGE THERMAL CONDUCTIVITY NOT EXCEEDING 029 BTUjN, PER STAINLESS STEEL DRAIN PAN AND BURNER(FOR GAS UNITS). PROVIDE EACH RTU WIT14 CONVENIENCE RECEPTACLE [SEPARATE CIRCUIT) AND 2� ABOVE -GROUND SANITARY, WASTE AND VENT AND STORM DRAINAGE PIPING W AND SMALLERSHAUI_ BE SERVICE WEIGHT CAST IRON SOIL PIPE I � SQUARE FEET PER DEGREES F PER HOURAT MEAN TEMPERATURE OF 75 DEGREES F. WITH A MINIMUM DENSITY OF 1 WCU, FT., 2" THICK DISCONNECT. OTHERWISE COORDINATE WITH THE ELECTRICAL CONTRACTOR FOR FIEUD-MOLINTED DISCONNECT AND RECEPTACLE. ROUTE ALL AND FITTINGS, ASTM A889 AND CISPI 301, WITH STANDARD NO -HUB COUPLINGS. PVC SHALL BEPERMITTED OUTSIDE OF RETURN AIR PLENUMS MINIMUM AND FOIL INSULATION FACE. PROVIDE FIRE RETARDANT ADHESIVE CR FOIL REINFORCED KRAFT TAPE, 3" WIDE AT, ALL SEAMS. SECURE � CONDENSATE PIPING TO NEAREST ROOF DRAIN OR OTHER LOCALLY APPROVED LOCATION WITH THE REQIJIREDAIR GAP, NO PIPING SHALL SIT ON THE ROOF SURFACE. SHIFT EXISTING OR NEW VENTSOR EXHAUST TERMINATIONS OR SHIFT UNITS AS NEEDED TO ASSURE 10, BETWEEN ANY WITH OWNER APPROVAL. NEOPRENE RUBBER GASKETAND MINIMUM 24 GAUGE TYPE a04 STAINLESS STEEL SHIELD AND FOUR STAINLESS STEEL I ' C. INSTRUCTIONS OF OWNER PERSONNEL INSULATION TO DUCT WITH 19 GAUGE TIE -WIRE OR 1/2' X 0.01F GALVANIZED STEEL STRAPS. PROVIDE COMPLETE AIR -TIGHT VAPOR BARRIER EX14AUST OR FLUE AND; THE, ATU INTAKE. BANDS FOR SIZES 1 1/2' THROUGH 4", SIX BANDS MINIMUM. FOR SIZED 5" AND LARGER. V PIPE AND UP: NEOPRENE ELASTOMERIC GASKETAND 1. BEFORE FINAL INSPECTION, AT A TIME DESIGNATED BYTHE DESIGNER,, PROVIDE A COMPETENT REPRESENTAT4VE TO JNSTRUCTOWNER�S I I I . . FOR ALL DUCTWORK.57APLES SHALL NOT BEPERMITTED FOR ANY INSULATION ATTACHMENT. PROVIDE GRAY SEALER FORSEALING.JOINTS, I I 11 . I I . 2. ADAPTER CURBS MAY BE USED WITH SPECIFIC ENGINEER APPROVAL OF SPECIFICALLY SUBM17TED ROOFCU RBS (MAXIMUM OF 18� CURB SERIES 300 STAINLESSSTEEL SHIELD AND MULTIPLE DRAW BANDSAND SCREW CLAMPS CONFORMINIG TO ASTM C-564 AND CISPI STANDARD I I 1. � � I ­ . I 310-90, ABOVE�GRCIUND SANITARY PIPING, LOCATEDOUTSIDE OF RETURN AIRPLENUMS MAY ALSO BE SCHEDULE 40 PVCWFTH &OLVENT WELD DESIGNATED PERSONNEL IN OPERA-nON, ADJUSTMENT AND MAINTENANCE OF PRODUCTS, ECLUIPMEN T AND SYSTEMS UNDER THIS DIVISION OF I I � THE SPECIFICATIONS. FOR EQUIPMENT REQUIRING SEASONAL OPERATIONS� PERFORM INSTRUCTIONS, FOR OTHER SEASONS WITHIN SIX PENETRATION AND PUNCTURES. I � 1 I . I I , . I . HEIGHT�. CONTRACTOR SHALLBE RESPONISSLE FOR STRUCTURAL ANALYSIS OF EXISTIN � G CURBS AND UNIT SUPPORTS FOR ADAPTER CURB I I � � � . � JOINTS MEETING ASTM D-1785 AND ASTM. D-1665 PERO NERAPPROVAL. . I , MONTHS UNLESS REQUESTED OTHERWISE. 2. CONTINUE INSULATION THROUGH WALL AND CEILING OPENINGS AND SLEEVES, EXCEPT TERMINATE DUCT INSULATION AT FIRE DAMPERS AND AT FLEXIBLE DUCT CONNECTIONS AT AIR HANDLING UNITS. � CONNECTIONS, 3. ALL WASTE PIPING I" IRSIZE AND SMALLER SHALL BE TYPE `V HARD DRAWN COPPERTUSING, ASTM f18%. WITH SOUDEREDJOINTS AND, G�FANS-GENERAL WROUG14T COPPER, ANSI 816.22, OR CAST BRONZE, ANSI 816.18, SOCKET FITTINGS. SOLDERED JOINTS FOR TYPE'L! COPPER TUBING AND CAST 3, PROTECT INSULATION FROM PHYSICAL DAMAGE AT POINTS OF SUPPORT WHERE INSULATION MUST CARRY LOAD IMPOSED BYSUPPORT, DMV BRONZE PIPE SHALL BE MADE WITH 95-5 TIWANTIMONY (NO LEAD) $OLDER AND COMPATIBLE FLUX. D. COORDINATION . COORDINATE THIS REQUIREMENT WITH TYPES OF HANGER AND SUPPORT USED, HANGERS THAT PENETRATE INSULATION SHALL BE SEALED 1� FANS SHALL BE TESTED ANDRATED IN ACCORDANCEWITH AMCA 210. 1 � I - L THE PRODUCTS OF PARTICULAR MANUFACTURERS HAVE BEEN USED AS THE BASIS OF DESIGN IN PREPARATION OF THESE DOCUMENTS. ANY - WITH MASTIC TO PRESERVE CONTINUOUS VAPOR BARRIER. 2� ALL FANS SHALL BE SUPPORTED. INDEPENDENT OF CONNECTED DUCT OR CEILING SUPPORTS AND PROVIDED WITH FLEXIBLE INLET/OUTLET , I MODIFICATIONS TO THE MECHANICAL SYSTEMS AND THEIR tOMPONENTS, THE ELECTRICAL SYSTEMS, THE BUILDING STRUCTURE AND G. ELASTOMERIC (CLOSED CELL FOAM) DUCTLINER CONNECTIONS. I E� PIPING HANGERS ARCHITECTURE, OR ANY OT14ER PORTION OF THE BUILDING THAT RESULT FROM THE USE OF ANY OTHER THAN THAT BASIS OF DESIGN 1. INSTALL INSIDE OF DUCT WITH FULL ADHESIVE COVERAGE ATTACHMENT TO.THE SURFACE TO WHICH IT 15 APPUE4� V FOR INDOOR AND 1 FAN WHEELS SHALL BE STATICALLY AND DYNAMICALLY BALANCED. 1. PROVIDE CLEVIS SUPPORTS WITH BEAM CLAMP, CONCRETE ANCHORS JCONCRETE STRUCTURE), SCREWED BRACKET (WOOD STRUCTURE). E0,UIPMENTSHALL BE COORDINATED WITH ALL OTHER TRADES. SUCH COORDINATION SHALL OCCUR BEFORE PURCHASE OR DELIVERY OF 1 PRODUCTS FROM THE MANUFACTURER DRAWINGS OR INSTALLED ACCORDINGLY. ANY RELATED MODIFICATIONS SHALL BE PERFORMED i 1-1/2" FOR OUTDOOR. R VALUES SHALL BE R-4.2 FOR I" AND R-6.2 FOR 1-1/2', FIBERGLASS DUCT LINER SHALL NOT BE PERMITTED UNDER ANY . 4� FANS SHALL BE DIRECT DRIVE WITH SPEED CONTROLLER, DIRECT DRIVE ECM. FANS SHALL NOT BE BELT DRIVE. UNLESS SPECIFICALLY NOTED ON PROVIDE HANGER OUTSIDE OF INSULATION WITH RIGID FOAM GLASS INSULATION SECTION AT HANGERS, PROVIDE 16 GAUGE PIPING SADDLE, AT EACH HANGER. NO WELDING OR CUTTING OF STEEL STRUCTURAL. MEMBERS SHALL BE PERMITTED. LAYOUT BASIS SHALL BE ANVIL ZED. WITH 0 LIT ANY ADD MONAL COST TO TH E CONTRACT. . � CIRCUMSTANCES. PROVIDE WITH AN11MICROBIAL PROTECTION. PROVIDE MASTIC AT ALL INTERIOR SEEMS FOR CONTINUOUS VAPOR. BARRIER- PLANS, V-BCLT DRIVES SHALL Of DESIGNED FOR NOT LESS THAN 150% OF CONNECTED DRIVING CAPACITY AND MOTOR SHEAVES SHALL BE I PROVIDE DUCT LINER AT FIRST FIVE FEET OF SUPPLY DUCT FOR. REFRIGERATION/COOLING AIR HANDLING EQUIPMENT, UPSIZING INDICATED ADJUSTABLE TO PROVIDE NOT LESS T14AN 20%.SPEED VARIATION. SHEAVES SHALL BE SELECTED TO DRIVE THE. FAN'ATA SPEED TO PRODUCE THE 2, PROVIDE SEISMIC HANGERS PER DRAWING REQUIREMENTS, I 2, RESIDENTIAL GRADE HVAC COMPONENTS SHALL NOT BE PERMITTED WITHOUT SPECIFIC OWNER INSTRUCTION AND ENGINEER APPROVAL. I DUCT SIZE TO ACCOUNT FOR INSULATION THICKNESS. FIBERGLASS DUCT LINER OR DUCT BOARD SHALL NOT BE PERMITTED, . � I I SCHEDULED CAPACITY INDICATED.ON THE DRAWINGS, WHEN,SETAT THE APPROXIMATE MIDPOINT OF THE SHEAVE ADJUSTMENT. MOTORS . I 3, HANGER INSTALLATION FOR HOT WATER PIPING SHALL NOT PREVENT MOVEMENT FOR PIPING EXPANISIOW � WITH VISELT DRIVES SHALL BE PROVIDED WITH ADJUSTABLE BASES- I 1 4. SPACING ASFOLLOWS; E. EXECUTION III.. VIBRATION ISOLATION 5, SAFETYIDISCONNECT SW[TCHESJUNLESS SCHEDULED AS UNIT -INTEGRAL) AND STARTERS SHALL BE PROVIDED 1 1. THE PLANS DO NOT GIVE EXACT ELEVATIONS OR LOCATIONS OF LINES, NOR 00 THEY SHOW ALL THE OFFSETS, CONTROL LINES, OR OTHER INSTALLATION 6-ETA[LS. THE CONTRACTOR SHALL CAREFULLY LAY OUT H IS WORK AT T14E SITE TO CONFORM TO THE STRUCTURAL CONDITION 5, A. ALL MOTORIZED AIR MOVING AND FLUID MOVING EQUIPMENT PIECE SHALL BE PROVIDED WITH VIBRATION ISOLATION MOUNTING OR SUPPORTS. I I I I 6. BY ELECTRICAL CONTRACTOR AND SHALLCONFORM TO REQUIREMENTS. OF ELECTRICAL DRAWINGS AND SPECIFICATIONS. MECHANICAL I CONTRACTOR SHALL COORDINATE, MOUNTING LOCATION TO MAJNTAJN MAINTENANCE CI FARANCES. ALL THREE PHASE FANS SHALL BE STEEL PIPE: 11r To 1-1/4- - 7; 1-1/2" TO 2-1/2" - 9', 3'&e � 12'; 6'&S!'- 17'; 10' AND UP- 22' TO PROVIDE PROPER GRADING OF LINES, TO AVO ID ALL OBSTRUCTIONS, TO CONFORM TO DETAILS OF INSTALLATION SUPPLIED BY THE S. PAD -TYPE ISOLATORS SHALL BE NEOPRENE IN -SHEAR ISOLATION PADS WITH CROSSED DOUBLE RIBS, A STEEL SHIM PLATE SHALL BE PROVIDED BETWEEN , PROVIDED WITH STARTER AND/OR CONTACTORS AS REQUIRED TO CONTROL FANS AND AUXILIARY DEVICES SUCH AS CONTROLS SYSTEM TIE-IN , I MANUFACTURERS OF THE EQUIPMENT TO BE INSTALLED, AND TO THEREBY PROVIDE AN INTEGRATED, COORDINATEG AND SATISFACTORY THE TWO LAYE RS. PADS SHALL BE MOLDED USING, OIL RESISTANT 2S,O()O PSI TENSILE STRENGTH NEOPRENt. I OR DAMPER ACTUATION. OPERATING INSTALLATION. DO NOT SCALE DRAWINGS. CHANGING ISOLATORS FOR ITEMS 300 LEISDR LESSSHALL BE BRIDGE -SEARING NEOPRENE MOUNTING$ AND SHALL 44AVEA MINIMUM STATIC DEFLECTION - I . I., CENTRIFUGAL ROOF FANS COPPER PIPL 1/2" TO I' - S' ; 141e TO 2' - 7' ; 2-1jr AND UP � 9� 2. IF THE CONTRACTOR PROPOSES TO INSTALL EQUIPMENT, INCLUDING PIPING AND DUCTWORK, REQUIRING SPACE CONDITIONS OTHER THAN . I OF 0.2' AND ALL DIRECTIONAL SEISMIC CAPABILITY. THE ELEMENTS SHAL I I, PREVENT THE CENTRAL THREADED SLEEVE AND ATTACHMENT SOLT FROM � 1, FANS SHALL BE CENTRIFUGAL ROOF EXHAUSTEIRS WITH WATERPROOF DESIGN SO THAT WATER CANNOT ENTER THE BUILDING THROUGH FAN THOSE SHOWN, OR TO REARRANGE THE EQUIPMENT, HE SHALL ASSUME FULL RESPONSIBILITY FOR THE REARRANGEMENT OF THE SPACE AND CONTACTING THE CASTING DURING NORMAL OPERATION. THE SHOCK ABSORBING NEOPRENE MATERIALS -SHALL BE COMPOUNDED TO BRIDGE -BEARING SPECIFICATIONS. MASON HD, KINETICS HOUSING WHETHER OR NOT PAN IS OPERATING. PAN SHALL BE EQUIPpm WITH A SACKDRAFT DAMPER ON INLET, A BIRD SCREEN ON OUTLET I CAST IROW 10'WITH SUPPORT AT EACH JOINT, TAKEOFF, AND FITTING. CONNECT ARRANGEMENT AT NO ADDITIONAL COSTTO THE OWNER, AND SHALL HAVE THE ENGINEER REVIEW THE CHANGE BEFORE AND A FACTORY FABRICATED ROOF CURB. GENERALEXHAUST LAYOUT BASIS fNON- KITCHEN APPLICATIONS). COOK ACED PROCEEDING WITH THE WORK, THE REQUIESTFOR SUCH CHANGES SHALL, BE. ACCOMPLISHED BY SHOP DRAWINGS OF THE SPACE IN QUESTION. D. HANGING ISOLATORS FOR EQUIPMENT ABOVE 300 LaS SHALL BE STEELSFRING-TYPE INCORPORATING STEEL HOUSING, NEOPREN ORLD$RUBBER I I . � I I I . 1 TEMPORARY FILTERS SHALL BE PROVIDED FOR FANS THAT ARE USED DURING CON�STRUCTION. AT THE TIME OF STARTING THE BALANCING OF I I � I IE 1 SPRING CUP SIZED FOR I'DEFLECTION. INSTALL SPRING IN PLUMS CONFIGURATION WITH MAXIMUM I' DEFLECTION FROM ANY HORIZONTAL I 2. PAN SHALL HAVE A ONE-PIECE ALUMINUM HOUSING ENCLOSING THE MOTOR AND DRIVE, AN ALUMINUM SHROUD ENCLOSING THE FAN WHEEL, � � I .PVC DRAINAGE (140 DEG F SERVICE UP TO 6--,90 DEG F ABOVE Vj: UPT03'-3' ;4'TD6'-4'; ABOVT6'�8' , I THE AIR DISTRIBUTION SYSTEM, NEW FILTERS. SHALL BE INSTALLED. DISTORTION. THE ELEMENTS SHALL PREVtNTTHE CENTRAL THREADEDSLEIEVE AND ATTACHMENT SOLT FROM CONTACTING THE CASTING DURING AND AN ALUMINUMCUR-6 CAP, ,CURB CAP SHALL HAVE A I INCH WIDE BY 114 INCH THIC,X FOAM RUBBER GASKET FACTORY APPLIED TO . NORMAL OPERATION. CONTRACTOR SHALL SELECj SPRING COLOR/RATING BASED ON EQUIPMENT WEIGHT. A1013ER BOOTH SH, KINETICS S,H, MASON 30 UNDERSIDE PERIMETER OF CURB CAP.. AN [NTERNAL POWER WIRING POSTSHALL EXTEND FROM MOTOR COMPARTMENT THROUGH CURB CAP. I 4, THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER LOCATION AND SIZE OF ALL SLOT, HOLES OR OPENINGS IN THE BUILDING STRUCTURE an EQUIVALENT, I 1 WHERE WIRING POST PENETRATES HOUSIN6 AND CU . RIB CAP, PENETRATION SHALL BE SEALED. PVC�LENT,j80DfGf5ERV1Cfj,, UPTOI�112"-5' ; 2"-3'-V 1, AbOVE3'7' PERTAINING TO HIS WORK, AND FOR THE CORRECT LOCATION OF SLEEVES, INSERTS, CORES, ETC, 3. PAN WHEEL SHALL. BE FORWARD CURVED OR BACKWARD INCLINED CENTRIFUGAL. TYPE OF ALUMINUM CONSTRUCTION. FANWHEELSHALLSE 5, THE CONTRACTOR SHALL SO COORDINATE THE WORK OF THE SEVERAL VARIOUS TRADES THAT IT MAY BE INSTALLED IN THE MOST DIRECT AND STATICALLY AND DYNAMICALLY BAtANCED,,ON BELT DRIVE UNITS, S14AFT BEARINGS SHALL BE SELF -ALIGNING, PILLOW BLOCK BALL TYPE, I WORKMANLIKE MANNER WITHOUT HINDERING OR HANDICAPPING THE OTHER TRADES. PIPING INTERFERENCES SHALL BE HANDLED BY GIVING IV. DUCTWORK AND F17TINGS BEARINGS NOT PERMANENTLY SEALED AND LUBRICATED SHALL HAVE EXTENDED GREASE FITTINGS FOR EAS Y. ACCESS� I V11. VALVES/PUMPS PRECEDENCE TO PIPE LINES WHICH REQUIRE A STATED GRADE FOR PROPER OPERATION. FOR EXAMPLE SEWER LINES AND CONDENSATE PIPING . SHALL TAKE PRECEDENCE OVER WATER LINES INDETERMINATION OF ELEVATIONS. WHERE THERE IS INTERFERENCE BETWEEN SEWER LINES AND A. MATERIAL AND TYPE 4. MOTOR AND DRIVE SHALL BE LOCATED IN A VENTILATED COMPARTMENT OUTSIDE OF THE AIR STREAM. FAN SHALL HAVE FACTORY INSTALLED I I . A. GENERAL CONDENSATE LINES, THE SEWER LINES SHALL HAVE PRECEDENCE AND PROVISIONS SHALL BE MADE IN THE CONDENSATE LINES FOR LOOPING L DUCT CONSTRUCTION SHALL CONFORM TO THE RECOMMENDATIONS OF THE SMACNAHVAC DUCT CONSTRUCTION MANUAL, DUCTIBOARD I DISCONNECT SWITCH PRE -WIRED TO MOTOR AND MOUNTED WITHIN MOTOR COMPARTMENT. MOTOR AND DRIVE SHALL BE MOUNTED ON VIBRATION ISOLATORS. L VALVES SHALL HAVE THE NAME OR TRADEMARK OFTHE MANUFACTURER AND THE WORKING PRESSURE STAMPED OR CAST ON THE VALVE THEM AROUND THE SEWER LINES. IN ALL CASES, LINES REQUIRING A STATED GRADE FOR THEIR PROPER OPERATION SHALL HAVE PRECEDENCE SHALL NOT BE PERMITTED. BODY4 OVER FUCTRICAL CONDUIT AND DUCTWORK- 2� RIGID, SQUARE DUCTWORK SHALL BE CONSTRUCTED OF LOCK FORMING QUALITY GALVANIZED STEEL SHEM PER ASTM A527. GALVANIZED 5� KITCHEN EXHAUST FANS SHALL Of Ut 762 RATED AND PROVIDED WITH POWER/CONTROL WIRING OUTSIDE Of PAN HOUSING AND CURB. FANS 2. ALL VALVES IN EACH SYSTEM, EXCEPT FOR SPECIAL TYPES SHALL. BE THEPIRO LE ., DUCTOFASING MANUFACTURER. 6. ALL PIPING AND DUCTWORK IN FINISHED AREAS- EXCEPT WHERE NOTED TO THE CONTRARY- SHALL BE INSTALLED IN A CHASE, FURRED SPACE, I COATING SHALL BE NOT LESS THAN 1.25 OUNCES (TOTALTOR BOTH SIDES) PER SQUARE FOOT OF SHEET. DUCTWORK SHALL BE CLASSIFIE0AND ­ I I � I SHALL BE MOUNTED WITH 18'MINIMUM HEIGHT FROM FAN BASE TO ROOF /FLASHING AND DISCHARGE HEIGHT A MINIMUM OF 40' ABOVE � ROOF SURFACE. SIDE INLETFANS SHALL BE PROVIDED WITH INUE T HEIGHT SUCH THAT ALL ROOF MOUNTED HORIZONTAL DUCT CAN BE 1 ALL VALVES REQUIRING PACKING SHALL BE DESIGNED AND CONSTRUCTED SUCH THAT THEY CAN BE REPACKED UNDER PRESSURE. OR ABOVE CEILINGS, ETC, IN ALL CASES, PIPES AND DUCTS SHALL BE INSTALLED AS, HIGH AS POSS;BLE. RUNSOF PIPING SHALL BE GROUPED CONSTRUCTED SMACNA PRESSURE CLASSES, +2 FORSUPPLY AND -2 FOR RETURN AND EXHAUST, DUCTWORK GAUGE SHALL BE 26 GAUGE UP TO I I WHENEVER IT IS FEASIBLE TO DO SO, 30P AND 22 GAUGE ABOVE aOq IN CROSS SECTIONAL HEIGHT, WIDTH, ORDIAMETE-R, MOUNTED 20" ABOVE ROOF� PROVIDE NON -VENTED CURB FOR FIRE-WRA-P APPLICATIONS AND VENTED CUR13 FOR ENCLOSURE SHAFT I � . 4� VALVE HAND WHEELS/ ACTUATOR SHALL 13F MALLEABLE IRON EXCEPT WHERE SPECIFIED OTHERWISE. APPLICATIONS. 7. PIPING SHALL BE INSTALLED TO PASS INSPECTIONS BY LOCAL PLUMBING INSPECTION DEPARTMENT, STATE AND FEDERAL AUTHORITIES AND 3. CONCEALED ROUND DUCTS UP TO 12*'IN DIAMETER IN PRESSURE CLASSES 2�'AND LOWER SHALL BE LONGFUDINALSEAM CONSTRUCTION. 5, ALL VALVES INSTALLED IN HORIZONTAL LINES SHALL BE INSTALLED WITH THE STEMS HORIZONTAL ORABOVE. VALVE ACTUATOR SHALL BE, INSURANCE COMPANY HAVINGIURISDiCTION. ANY CHANGES OR ADDITIONS WHICH MAYBE NECESSARY TO OBTAIN SUCH INSPECTIONS AND 1 4. EXPOSED ROUND DUCTWORK OR ROUND ABOVE 12' SHALL BE SPIRAL LOCK SEAM CONSTRUCTION. ROUN.D. FITTINGS SHALL BE FUSION WELDED C LOCATE EXHAUST FANDISCHARGE 10'FROM ANY INTAKE OR BUILDING OPENINGOR VASOVE, SAID OPENINGS IF CODE A WS� ,. LLD, ORIENTED, WHEN INSTALLED, TO PROVIDE MAXIMUM ACCESSIBILITY FOR OPERATION, APPROVAL SHALL BE MADE BY THE CONTRACTOR AS PART OF THIS CONTRACT AND WITHOUT ADDITIONAL COST TO THE OWNER. I - BUT SEAM TYPE WITH ALL WELDS CONTINUOUS ALONG SEAMS. ALL DIVIDED FLOW FITTINGS SHALL BE MANUFACTURED AS SEPARATE FITTINGS 6� PROVIDE ACCESS PAINELS FOR VALVES LOCATED IN. WALLS OR ABOVE HARD CE IUINGS� 8. PIPING, DUCTWORK OR EQUIPMENT SHALL NOT BE INSTALLED IN ELECTRICAL EQUIPMENT ROOMS OR ELEVATOR MACHINE ROOMS EXCEPT AS TAP COLLARS WELDED INTO SPIRAL DUCT SECTIONS WILL NOT BE PERMITTED� ALL DIVIDED FLOW FITTINGS 12" IN DIAMETER AND SMALLER - , , 1. IN-LINEICEILING FANS B, VALVES FOR HYDRONIC / DOMESTIC WATER SYSTEM SERVING ONLY THOSE ROOMS, OUTSIDE OF ELECTRICAL EQUIIPMENT ROOMS, DO NOT RUN PIPING OR DOCTWORIKOR LOCATE EQUIPMENT, SHALL HAVE RADJUSED ENTRANCE PRODUCED BY MACHINE OR. PRESS FORMING; ALL DIVIDED FLOW FITTINGS W AND LARGER SHALL HAVE WITH RESPECT TO SWITCHBOARDS, PANEL BOARDS, POWER PANELS, MOTOR CONTROL CENTERS, DRY TYPE TRANSFORMERS OR ROOF TOP AIR , CONICAL ENTRANCE PRODUCED BY MACHINE OR PRESS FORMING. ALL DIVIDED FLOW ENTRANCES SHALL BE FREE OF WELD BUILD Up, BURRS - 1. FAN SHALL BE IWLINE CENTRIFUGAL TYPE WITH SQUARE OR RECTANGULAR HOUSING AND BACKDPAFT DAMPER- FANS SHALL BE DESIGNED FOR 1. SALL VALVES (FOR PIPING 3- AND SMALLER) SHALL HAVE BRONZE BODY, STAINLESS STEEL BALL, LEVER HANDLE, FOR SYSTEMS UP TO 125 PSIG. CONDITIONING UNIT ELECTRICAL PANELS. AND IRREGULARITIES. FITTINGS SHALL BE OF THE SAME MANUFACTURER AS THE DUCTWORK. HORIZONTAL OR VERTICAL MOUNTING. LAYOUT BASIS IS COOK GN/GC I GATE VALVES SHALL NOT BE PERMITTED FOR PIPES 3' AND I SMALLER. VALVE LAYOUT BASIS SHALL BE WATTS 86000-SS 9. PROVIDE ACCESS TO EQUIPMENT AND APPARATUS REQUIRING OPERATION, SERVICE ORMAINTENANCE WITHIN THE, LIFE OF THE SYSTEM. 5. DUCT SEALANT SHALL BE POLYME91C RUBBER BASE MASTIC, MINERAL IMPREGNATED WOVEN FIBER TAPE WITH ADHESWE, OR HEAT -SHRINK 2, FAN HOUSING SHALL BE STEEL WITH FACTORY APPLIED BAKED ENAMEL PAINT ON EXTERIOR. HOUSING SHALL BE INTERNALLY INSULATED WITH 2. GATE VALVES (FOR DOMESTIC PIPING 4�'IN SIZE AND LARGER)� VALVE SHALL HAVE IRONBODY, BRONZE TRIM, NON-RiSING STEM, SOLID WEDGE INCLUDING, BUT NOT LIMITED To, MOTORS, VALVES, FILTERS, DAMPERS, SHOCK ABSORBERS, ETC� EQU IPMENT LOCATED ABOVE LAY-] N TYPE WITH ADHESIVE, TAPE THICKNESS UPTO 10"= 2'; UPTO 2V'=r; OVER 20'= 4" 1/2`THICK (MINIMUM) COATED FIBERGLASS INSULATION, INSULATION SHALL COMPLY WITH ASTM E84 AND NFPA 255 FOR MAXIMUM RATINGS AND FLANGED ENDS FOR 200 POUND W.O,G. LAYOUT RASISF'OR, VALVE SHALL BE NISCO F-619. CEILINGS IS CONSIDERED ACCESSIBLE. . 6. INSULATED FLEXIBLE DUCT SHALL BE CLASS I AIR DUCT IN ACCORDANCE WITH UL 181 AND SHALL COMPLY WITH ,NFPA 90A AND 9DB. INSULATED � OF FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATING OF % HOUSING SHALL HAVE MOUNTING BRACKETS AT EACH CORNER. . 1 3. BUTTERFLY VALVES (FOR HYDRONIC PIPING 4' AND LARGER): VALVE SHALL HAVE DUCTILE IRON BODY, EXTENDED NECK, GEOMETRIC DRIVE 10.DAMAGED EQUIPMENT SHALL BE REPAIRED OR REPLACED AT THE OPTION OF THE ARCHITECT. � FLEXIBLE DUCT SHALL CONSIST OF AN INNER FILM LAYER FOR MINIMUM WORKING PRESSURE OF G, WATER GAUGE BONDED TO A STEEL OR 3. FAN WHEEL SHALL BE BACKWARD. INCLINED CENTRIFUGAL TYPE OF ALUMINUM CONSTRUCTION. ON BELT DRIVE UNITS, S14AFT BEARINGS SHALL I . � I MOLDED -IN SEAT LINER, EPD1M LINER AND ALUMINUM BRONZE DISC. - INSTALL BETWEEN S 0, ANSI CLASS IZS/150 FLANGES - CONFORMING.10 ALUMINUM SPRING WIRE HELIX,, FIBERGLASS INSULATION, AND A VAPOR BARRIER JACKET, INSULATION SHAtLHAVE A MAXIMUM U VALVE OF . . � � � I I - BE SELF -ALIGNING, PILLOW BLOCK BALL TYPE, BEARINGS NOTPERMANENTLY LUBRICATED AND SEALED SHALL: HAVE EXTENDED GREASE I � I I . I I MSSwSP67/MSS-SP25/APf-609_ wmu BA.sis SHALL BE Nisco wo 2000, .23 BTU/HP,/SQWDEG F AT 75 DEGREES P MEAN TEMPERATURE. VAPOR BARRIER JACKET SHALL HAVE A MAXIMUM VAPOR TRANSMISSION RATE FITTINGS. I 11 F. ELECTRICAL WORK . OF OA GRAINS/SQ. FT./HR/INCH HG (PERM). THE ASSEMBLY SHALL HAVE A MAXIMUM FLAME AND SMOKE RATING OF 25/50 PER ASTM E84 AND 4. MOTOR AND DRIVE SHALL BE MOUNTED ON VISRATIONISOLATORS. FAN SHALL HAVE A FACTORY INSTALLED DISCONNECT SWITCH.MOLINTED 4� CHECK VALVES (4` IN SIZE.AND LARGER). VALVE SHALL BE HORIZONTAL SWING.TYPE WITH IRON BODY, BRONZE TRIM AND FLANGED ENDS FOR 1. ALL. ELECTRICAL EQUIPMENT PROVIDED UNDER THIS DIVISION SHALL COMPLY WITH THE ELECTRICAL SYSTEM CHARACTERISTICS INDICATED ON I NFPA 255, FLEXIBLE DUCTS SHALL BE INSTALLED IN AN EXTENDED,CONOITION FREE OF SAGS AND KINKS, USING ONLY THE MINIMUM LENGTH I I . � � � 1 ON EXTERIOR OF HOUSING AND PRE -WIRED TO FAN MOTOR. 200 POUND W.O.G. VALVE LAYOUT BASIS SHALL BE NIBCO F-918-8. I � THE ELECTRICAL DRAWINGS AND SPECIFIED IN DIVISION 16� RECLUtRIEDTO MAKETHE CONNECTION, ABRUPT SEND$ AND TURNS THAT CRIMP THE DUCT AND RESTRICT AIR FLOW SHALL NOT BE PERMITTED. � HORIZONTAL SUPPORTS SHALL BE 3/4` WIDE, 22 GAUGE FLAT GALVANIZED STEEL SHEET BANDING MATERIAL. FLEXIBLEDUCTS SHALL BE � 5� PROVIDE ALUMINUM GRILLE OPTION FOR CEILING MOUNTED FANS. FANS SHALL BE ROUTED TO ROOF CAPOR LOUVER SIZEDAT SM FPM S. CHECKVALVES(3` IRSIZE AND SMALLER). VALVE SHALL BE HORIZONTAL SWING TYPE WITH BRONZEBODY,CON! O 15 � POSITI N D C AND SOLDER ,2. EQUIPMENT UNIT MOTOR SPEED CONTROLS, STARTERS, SYSTEM CONTROLS, PILOT LIGHTS, PUSH�BUTTONS, ETC., SMALL BE FURNISHED � I SUPPORTED ON 36" CENTERS. MAXIMUM LENGTH OF FLEXIBLE DUCT IN PRESSURE CLASS 2" AND BELOW SHALL BE 12 FEET. FLEXIBLE DUCT OUTLET AJRSPEfG_ , ENDS FOR 200 POUND W.O.G.. LAYOUT BASIS SHALL BE NIBCO S/T-413. COMPLETE AS A PART OF THE MOTOR APPARATUS WHICH IT OPERATES, ALL COMPONENTS SHALL BE IN CONFORMANCE WITH THE SHALL NOT BE USED ABOVE INACCESSIBLE CEILINGS. 6� HOSE END DRAIN VALVES.� VALVE SHALL BE 3/40 IN SIZE WITH BRONZE BODY, NON -RISING STEM, SOLID WEDGE, THREADED INLET AND 140SE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND DIVISION 16. ALL MOTOR STARTERS SHALL BE PROVIDED WITH AN H-0-A SWITCH - OUTLET WITH CAP AND CHAIN FOR 200 POUND W,O.G. ANDCONTROL TRANSFORMER. ALL STARTERS AND DISCONNECT SWITCHES SHALL BE FURNISHED UNDER DIVISION 15. COORDINATE Vt. PIPING INSTALLATION WITH ELECTRICAL CONTRACTOR PRIOR TO HIS WIRING OF EQUIPMENT. B. DAMPERS 7. UNDERGROUND GATEVALVES AND VALVE, B.OXES: GATE VALVES (4" IN SIZE AND LARGER) SHALL BE AWWAAPPROVED WUTH IRON BODY, A, USE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE JOINED TOGETHER. BRONZE TRIM, NOWRISING STEM, PARALLEL SEAT DOUBLE DISC, SQUARE OPERATING NUT AND MECHANICAL JOINT ENDS FOR 200 POUND 3- CONTROL WIRING (120V AND LESS) SHALL BE PROVIDED UNDER DIVISION 15 AND EXTENDED FROM THE STARTERS, CONTROL TRANSFORMERS OR 120V POWER CIRCUITS INDICATED ON THE ELECTRICAL DRAWINGS. ALL WIRING FOR 120 VOLTS SHALL BE DONE BY A LICENSED ELECTRICIAN. L DAMPERS SHALL BE SINGLE BLADE BUTTERFLY TYPE IN DUCTS UP TO AND INCLUDING 18" X12" SIZE; FOR DUCTS LAR. GER THAN 18" X 12", IN I I . EITHER OR BOTH DIMENSIONS, THE DAMPERS SHALL BET14E MULTI-BLAOLTYPE. SINGLE BLADE BUTTERFLY DAMPER SHALL BE CONSTRUCTED Or- I 8, DOMESTIC WATER & PUMPED CONDENSATE W.W.P, VALVE BOXES SHALL. BE PROVIDED OVER EACH UNDERGROUND GATE VALVE. VALVE BOXE&SHIALL BE ADJUSTABLE CAST [RON ROADWAY 4. ALL ELECTRICAL CHARACTERISTICS SHALL BE TAKEN FROM THE ELECTRICAL DRAWING . SAND SPECIFICATIONS AND COORDINATED BEFORE . I NOT LESS THAN 16_�GAUGE GALVANIZED STEEL BLADE MOUNTED IN A GALVANIZED STEEL FRAME, FOR RECTANGULAR DAMPERS, THE TOP AND L UNDERGROUND WATER SERVICE PIPING 3" IN SIZEAND LARGER SHALL BE CLASS 50 DUCTILE IRON PIPE, AWWA C.151, WITH HUB AND SPIGOT, TYPE WITH BELLED LOWER SECTION AND REMOVABLE LID AT GRADE. LID SHALL BE LABELED"WATER" ANDBOXES NOT IN PAVED AREAS 514ALL BESET INA 12" X 12" X 6"CONCRETE PAD, VALVE BOXES LAYOUT SASISSHALL BE MUELLER H-10360 PROVIDE ONE T-WRENCH FOR EACH SIZE EQUIPMENT IS ORDERED OR PURCHASED. I BOTTOM EDGES OF THE BLADE SHALL BE CRIMPED TO STIFFEN THE BLADE, DAMPERSHALL BE PROVIDED WITH AN EXTENDED ROD TO PERM -IT I PusHSN JOINTS, AND CLASS SOOR GREATERMECHANICAL JOINT DUCTILE IRON FITTINGS ALL CEMENT LINED PER AWWA C104. MECHANICAL . I . I OPERATING NUT. INSTALLATION OF A DAMPER REGULATOR. JOINTS FOR DUCTILE IRON PIPE SHALL BE MADE WITH A FOLLOWER GLAND, GASKET, BOLTS AND NUTS� PU5WON JOINTS FOR DUCTILE. PIPE . , 1 MULTI BLADE DAMPERS SHALL BE THE OPPOSED BLADE TYPE, CONSTRUCTED OF NOT THAN 16 GAUGE GALVANIZED STEEL BLADES MOUNTED IN S14ALL BE MADE WITH A ONE PIECELUBRICATED COMPRESSION RUBBER GASKET AS PER AWWA C.111, G. CUTTINGAND PATCHING GALVA [ZED STEEL CHANNEL FRAME. 13LADE SPACING SHALL NOT 15XCEED-6 INCHES AND THE -FOP AND BOTTOM EDGES OFTHE BLADES SHALL 2� UNDERGROUND STEEL PIPE AND FITTINGS INCLUDING THE PORTION THROUGH THE FLOOR SHALL BE PROTECTED AGAINST CORROSION BY C. VALVES FOR NATURAL GAS SYSTEM L THE CONTRACTOR SHALL ASSUMEALL COSTOF, AND BE RESPONSIBLE FOR, ARRANGING FOR ALL CUTTING AND PATCHING REQUIRED TO I BE CRIMPED TO STIFFEN THE SLADES- DAMPER BLADES SHALL BE INTERCONNECTED BY RODS AND LINKAGES TO PROVID ,.. E SIMULTANEOUS OPERATION OF ALL BLADES. DAMPERS SHALL BE PROVIDED WITH EXTENDED RODSTO PERMIT INSTALLATION OF DAMPER OPERATORS, APPLICATION OF PROTECTIVE COATINGS. PRIOR TO COATING, PIPE AND FITTINGS SHALL BE CLEANED OF ALL RUST., SCALE, DIRT AND OIL. PIPES L PLUG VALVES (3�'IN SIZE AND LARGER): VALVES SHALL BE THE SEMI -STEEL TYPE WITH CASTIRON BODY, LUBRICATED CAST IRON PLUG, FLANGED, COMPLETE THE INSTALLATION OF HIS PORTION OrTHE WORK. ALL CUTTING SHALL BE CAREFULLY AND NEATLY DONE SOAS NOT TO DAMAGE AND HITINGSSHALL BE GWN TWO COATS OF A COAL -TAR BASE BITUMINOUS PROTECTIVE COATING, EACH HAVING A DRY FILM THICKNESSOF ENDS AND WRENCH OPERATED FOR 175 POUND W.O.G. VALVES LAYOUT BASIS SHALL BE WALWORTH1797F OR. CUT AWAY MORE THAN 15 NECESSARY OF ANY EXISTING PORTIONS OF THE STRUCTURE. 3. DUCT MOUNTED DIAL REGULATORS WITH OPERATING HANDLE SHALL BE PROVIDED OR DAMPERS WHICH ARE LOCATED ABOVE HARD CEILINGS 7-9 MILS. THE COMBINED THICKNESS Of BOTH COATS COMBINED SHALL BE IS-18 MU. 2. PLUG VALVES (2 1/2` IN SIZE AND SMALLER). VALVES SHALL HAVE BRONZE BODYAND PUUG,THRFADED ENDS AND SQUARE HEAD FOR 175 1 ALL SURFACES SHALL BE RATCHED TO THE CONDITION OF THE ADJACENT SURFACE& OR INACCESSIBLE LOCATIONS. CONCEALED CEILING MOUNTED DIAL REGULATORS SHALL BE PROVIDED ON VOLUME CONTROL DAMPERS WHICH /�` IN SIZE AND SMALLER (TO A POINT V O" ABOVE THE FIN SHED 1 UNDERGROUND WATER SERVICE. PIPING 2 1 I- m, FLOOR) SHALL BE. TYPE"r HARD POUND W.O.G. VALVE LAYOUT BASIS SHALL BE: WALWORT14 NO. 1736 ARE LOCATED ABOVE HARD CEILINGS. CONCEALED REGULATORS SHALL at PROVIDED WITHIN DIFFUSER FACE WITH SCREW ADJUSTMENT, � � DRAWN COPPER TUBING, ASTM 888, WITH BRAZED JOINTS AND WROUGHT COPPER, ANSI 81612, OR CASTBRONIZE, ANSI 81.6.18, SOCKET 3. THE CONTRACTOR SHALL MAKE SUITABLE PROVISIONS FOR ADEQUATELY WATERPROOFING AT HIS FLOOR PENETRATIONS OF WATER PROOF 4, PROVIDE DAMPERS AT ALL SUPPLY AND RETURN DUCT RUN OUTS TO EACH AIR DISTRIBUTION DEVICE WITH ACCESSIBLE ADJUSTMENT LEVER OR FIFFTINGS. . BRAZED JOINTS SHALL BE MADE USING BCUP-S BRAZING ALLOY WITH A COMPATIBLE FLUX. 3. SALL VALVES (1/2- 3/4", AND I- UP TO 112 PSI FOR APPLIANCE CONNECTION), VALVE SHALL 13E LEVER HANDLE, 600 PSI CWP RATED - 1/2 PSI I MEMBRANE FLOORS, THIS SHALL INCLUDE BUT NOT BE LIMITED TO FLOOR DRAINS, OPEN SIGHT DRAINS, HUB DRAINS, CLEANOUTS, AND SLEEVES FOR THE VARIOUS PIPING- THIS ALSO APPLIES TO MEMBRANE ROOFING SYSTEMS, DIAL -TYPE REGULATOR ACTUATOR. 4� ASOVE-GROUND WATER PIPING -.4?'AND SMALLER SHALL St. PE`L` HARD DRAWN COPPER TUBING, ASTM 888, WITH SOLDERED JOINTS AND I I FOR INDOOR APPLIANCE CONNECTIONS PER ANSI Z21.15 & CGA 91A, LAYOUT BASIS SHALLSE NfSCO GBIA. I I WROUGHT COPPER, ANSI B16,22, OR CAST BRONZE, ANSI 1116:19, SOCKET FITTINGS. SOLDER JOINTS SHALL BE MADE USINGA 95-5 4, LUBRICATED PLUG VALVES SHALL BE LUBRICATED AT THE FACTORY AND SEALANT SHALL BE DESIGNED FOR NATURAL GAS. PROVIIDESIY,(r�') 4., ALL, PENETRATIONS AND WATER PROOFINGOF PENETRATIONS IN MEMBRANE ROOFING SYSTEMS SHALL BE COORDINATED WITH. AND C, DUCT FITTINGS TiN-ANTIMONY SOLDER (NO -LEAD SOLDER) WITH A COMPATIBLE FLUX. I 1 STICKS OR TUBES OFSEALANT UTILIZED AND TURN SUCH OVERTOTHE OWNER, PROVIDE ONE (1) VALVE WRENCH FOR EACH SIZE ANDTYPE OF I � I I I I PERFORMED BY THE MANUFACTURER/INSTALLER, VALVE HEAD ANDTURN SUCH WRENCHES OVER TO THE OWNER. 5, THE CONTRACTOR SHALL INSTALL, AS REQUIRED, IN CONCRETE, CARPENTRY OR MASONRY CONSTRUCTION, ALL NECESSARY HANGERS, SLEEVES, . I . I I . I I 1. SPIN IN COLLARSSHALL BE GALVANIZED STEEL FOR USE WITH RECTANGULAR OR SQUARE SHEET METAL DUCTWORK, SPIN -IN COLLARS, SHALL � - I � 5� UNDERGROUND WATER PIPING TO TRAP, PRIMERS OR HVAC CONDENSATE PUMP DISCHARCaE SHALL BE. TYPE 'C-SOFT DRAWN COPPER TUBING, ASTM $88, WITHOUT FITTINGS. , VALVE SHALL HAVE INTERCHANGEABLE, ALUMINUM ORIFICE, MOLDED DEEP CONVOLUTION GIAPH M WITH 5. PRESSURE REGULATING VALVE. RAG EXPANSION BOLTS, INSERTS AND OTHER FIXTURES AND APPURTENANCES NECESSARY FOR THE SUPPORT OF PIPE, DUCT, EQUIPMENT AND I HAVE AIR SCOOP (FOR SUPPLY DUCTS) AND DAMPER (SUPPLY AND RETURN), O-RING SEAL, PLATED STEELDIAPHRAGM PLATE, STAINLESS STEEL LEVER PIN, ONE. PIECE MOLDED BUNA-NVALVE SEAT, DIE CAST ZINC VALVE DEVICES FURNISHED UNDER EACH SECTION OF THE SPECIFICATION. �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tZ TIMES THE DUCT WIDTH. SHALL BE REAMED AND SHALL HAVE BURRS REMOVED. ADJUSTMENT SPRING, CSA 6-19 APPROVED. PROVIDE THREE SPRINGS AT RATED OUTLET PRESSURE PLUS SPRING FOR NEXT HIGHES AND LOWEST 7, ESCUTCHEONS SHAUL BE INSTALLED ONALL PIPES WHERE THEY PASSTHROUGH FLOORS, CEILINGS, WALLS OR PARTITIONS IN FINISHED AREAS 4, DISSIMILAR METALS SHALL BE ISOLATED TO PREVENT GALVANIC CORROSION. JOINTS NOT PROVIDED WITH GASKETS SHALL BE ISOLATED WITH 1 & GROOVED MECHANICAL JOINTS� GROOVED JOINTS FOR COPPER AND GALVANIZED STEEL PIPES SHALL BE INSTALLED USING BOLTED - . PRESSURE RATING FOR BALANCING PURPOSES. PROVIDE ALL VENTING REQUIRED BY THE MANUFACT URER FORALL INDOOR MOUNTED REGULATORS. LAYOUT BASIS SHALL BE ACTARIS B42N. WHERE EXPOSED TO VIEW. 1116 INCH MINIMUM THICKNESS ASPHALT IMPREGNATED BUILDING PAPER. IESPONSIVE GASKET ALONG WITH GROOVED AND FITTINGS. LAYOUT BASIS S ALL BE ANVIL GRUV-LOCK, MECHANICAL COUPLING, PRESSURE-R I I H 8. WHERE AND HVAC OR PLUMBING REPLACEMENT SCOPE IS INDICATED, MECHANICAL CONTRACTOR SHALL PROVIDE FOR THE DEMOLITION OF 5. PROVIDE DAMPERS AT RETURN DUCT AND OUTSIDE AIR DUCT CONNECTIONS DOWNSTREAM OF ANY DUCT CONNECTIONS OR TAKE OFFS. 9� DIELECTRIC ADAPTER$ SHALL BE PROVIDED BETWEEN COPPER AND IRON PIPE CONNECTIONS AND BETWEEN. FERROUS AND NONFERROUS PIPING 6, CONTRACTOR SHALL PROVIDE REGULATORS AT ALL APPLIANCE CONNECTIONS REGARDLESS OF SUPPLY PRESSURE UNLESS THE REQUIRED EQUIPMENT DELIVERY PRESSURE CAN BE DELIVERED WITHOUT THE USE OF A REGULATOR. I � EXISTING SYSTEMS THAT ARE BEING REPLACED OR ABANDONED I I I I OP. EQUIPMENT, I H� ACCESS DOORS 6� FLEXIBLE DUCT CONNECTIONS SHALL BE NON-COMBUSTIBLE GLASS FABRIC DOUBLE COATED WITH NfOPRf NE 30 OZ. PER SQUARE YARD. . 10.01NDERGROUND WATER PIPING SHALL HAVE A MINIMUM COVER OF 3�- O', TO THE TOP OF THE PIPE. 7� CONTRACTOR TO COORDINATE INLET/OUTLET PRESSURES WITH DRAWINGS AND GAS EQUIPMENT MANUFACTURERS REQUIREMENTS. 1. FURNISH AND INSTALL ACCESS DOORSAT EACH POINT REQUIRED TO PROVIDE ACCESS TO CONCEALED VALVES, CLEANOUTS AND OTHER DEVICES 7� FIRE DAMPERS SHALL BE THE FOLDING BLADE FUSIBLE LINK TYPE CONFORMING TO UL 555 AND LABELED FOR INSTALLATION IN FIRE RATED WALLSANDFLOORS, DAMPERS IN PLOOR SHALL HAVE SPRING OPERATOR, DAMPERS, EXCEPT FOR LOWER SECTIONS OF A MULTIPLE SECTION ILINSTALL WATER HAMMER ARRESTORS ABOVE CEILING ON THE HOT AND COLD WATER BRANCH UNES SERVING A BATTERY OF FIXTURES,. ON THE B. INSTALL ALL REGULATORS CLEAR OF ANY EQUIPMENT ACCESS SUCH THAT VALVE SPRINGS AND ORIFICE CAN BE ACCESSED WITHOUT REMOVING VALVE. REQUIRING OPERATION, ADJUSTMENT OR MAINTENANCE, ACCESS DOORS SHALL BE 16 GAUGE STEEL, PRIME COAT FINISH, WITH MOUNTING ASSEMBLY,AND THOSE INSTALLED BEHIND GRILLES AND REGISTERS, SHALL HAVE BLADES OUT OF THE AIR STREAM WHEN DAMPER IS IN THE COLD WATER BRANCH LINES SEAWNG INDIVIDUAL FLUSH VALVE WATER.CLOSETS AND URINALS; AND ELSEWHERE AS INDICATED ON THE � STRAPS, CONCEALED HINGES AND SCREWDRIVER LOCKS, DESIGNED FOR THE DOORS To OPEN 180 DEGREE& OPEN POSITION, DAMPERS IN WALLS,OR FLOORS RATED 2 HOURS Oft LESS SHALL BE RATED FOR 1 112 HOURS; DAMPERS IN WALLS RATED 3 OR ' DRAWINGS, PROVIDE ACCESS PANEL FOR WHA LOCATED ABOVE HARD CEILINGS. D, CLOSE -COUPLED, IN-LINEE CENTRIFUGAL PUMPS 2. ACCESS DOORS INSTALLED IN FIRE WALLS. OR PARTITIONS SHALL BE Ut LABELED TO MAINTAIN THE FIRE RATING OF THE WALL OR PARTITION. 4 HOUR SHALL BE RATED.FOR 3 HOURS. DAMPERS SHALL BE CONSTRUCTED OF -GALVANIZED STEEL PROVIDE AT EACH FIRE RATED WALL . � 12.VACUUM BREAKERS SHALL BE PROVIDED ON ALL HOSE OUTLETS, HOSE BIBS AND HYDRANTS UNLESS THE DRAWINGS INDICATE THAT A 1. DESCRIPTION: FACTORY -ASSEMBLED AND -TESTED, CENTRIFUGAL, OVERHUNG -IMPELLER, CLOSE -COUPLED, IN -LINE PUMP; DESIGNED FOR . PENETRATION (REFER TO AR.CH. DRAWINGS) BACKFLOW PREVENTER IS TO RE PROVIDED ON THE PIPING SERVING THE OUTLET. INSTALLATION WITH PUMP AND MOTOR SHAFTS MOUNTED HORIZONTALLY OR VERTICALLY. PUMP SHALL BE SUPPORTED INDEPENDENT OF 1. FLAME SPREAD AND SMOKE DEVELOPED PROPERTIES OF MATERIALS - , .. & SMOKE DAMPERS SHALL BE THE MULTI -BLADE TYPE CONFORMING TO UL 5555 WITH AN ASSEMBLY TEMPERATURE RATING OF 250 DEGREES F. 13JNSTALL 1/2" CAN LINE FROM NEAREST CW MAIN OR BRANCH UNETO ALL FLOOR DRAINS WITH TRAP PRIMER FOR TRAP PRIMING. PIPING, INSTALLA CHECK VALVE ATALL PUMP OUTLETS.. MOTOR- SINGLE SPEED, AND RIGIDLY MOUNTEDTO PUMP CASING. LAYOUT BASIS FOR 1. MATERIALS AND ADHESIVES USED THROUGHOUT THE MECHANICAL AND ELECTRICAL SYSTEMS FOR INSULATION, AND JACKETS OR COVERINGS , I DAMPER SHALL BE CONSTRUCTED OF GALVANIZED STEEL, AND SHALL BE PROVIDED WITH A FACTORY- MOUNTED ELECTRIC DAMPER OPERATOR, UNDERGROUND PIPING FROM TRAP PRIMER TO FLOOR DRAINS SHALL BE INSTALLED WITHOUT FITTINGS, TRAP PRIMERS SHALL BE PROVIDED HOT WATER RECIRCULATIO14 PUMPS SHALL BE GRUNDFOS UP15-19 OR UP-15-29 FOR PIPING RUNS IN EXCESS OF 100'. OF ANY KIND, OR FOR PIPING OR CONDUIT SYSTEM COMPONENTS, SHALL HAVE A FLAME SPREAD RATING NOT OVER 25 WITHOUT EVIDENCE OF . SUITABLE FOR OPERATION ON 120% 60 HZ SUPPLY. PROVIDE AT EACH SMOKE BARRIER LOCATION (REFER TO ARCH DRAWINGS). FOR ALL FLOOR DRAINS AND HUB DRAINS. 2, CASING� RADIALLY SPLIT, CAST IRON, WITH REPLACEABLE BRONZE WEAR RINGS, THREADED GAGE TAPPINGS AT INLET AND OUTLET, AND CONTINUED COMBUSTION AND WITH A SMOKE DEVELOPED RATING NOT HIGHER THAN 50� IF SUCH MATERIALS ARE TO BE APPLIED WITH ADHESIVES, THEY SHALL BE TESTED AS APPLIED WITH SUCH ADHESIVES, OR THE ADHESIVES USED SHALL HAVE A FLAME SPREAD RATING NOT 9, DUCT -TO -DUCT JOINTS IN ROUND DUCT UP TO AND INCLUDING 6WIN DIAMETER SHALL BE MADE BY USING SLEEVE COUPLINGS, REINFORCED By 14,CONNECT HOT AND COLD WATER PIPING SYSTEM TO EQUIPMENT AS INDICATED, AND COMPLY WITH EQUIPMENT MANUFACTURER'S FLANGED OR THREADED (HOT WATER RECIRCULATION PUMPS) CONNECTIONS. OVER 25 AND A SMOKE DEVELOPED RATING NOT HIGHER THAN 50 ROILLEDSEADS. DUCT-TO-FITTtNG JOINTS IN ROUND DUCT UP TO AND INCLUDING 60" IN DIAMETER SHALL BE MADE BY SLIP FITOFTHE INSTALLATION INSTRUCTIONS. PROVIDE SHUT-OFF SALL VALVE AND UNION FOR EACH CONNECTION, PROVIDE DRAIN VALVE ON DRAIN 1 IMPELLER: ASTM 8 584, CAST BRONZE; STATICALLY AND DYNAMICALLY BALANCED, KEYED TO SHAFT, AND SECURED WITH A LOCKING CAP I - PROJECTING COLLAR ON THE FITTtNG. INTO THE DUCT. SLEEVE SHALL BE THE SAME GAUGE GALVANIZED STEEL AS THE DUCT; INSERTION LENGTH CONNECTIONS, PROVIDE SINGLE SHUTOFF BALL VALVE FOR HEADERS SERVING HOT OR COLDWATER TO MULTIPLE FIXTURES WITH N A SINGLE SCREW. TRIM IMPELLER TO MATCH SPECIFIED PERFORMANCE It. INSULATION OFWEVE COUPLING AND FITTING COLLAR SHALL BE NOT LESS THAN 2". AFTER THE JOINT IS SUPPED TOGETHER, SHEET METAL SCREWS SHALL WALL OR CHASE. PROVIDE ACCESS PANEL, FOR VALVES INSTALLED ABOVE HARD CEILINGS. 4� PUMP SHAFT� STAINLESS STEEL. BE INSTAL -LED FOR MECHANICAL STRENGTH; SCREWS SHALL BE EQUALLY SPACED, NO MORE THAN 12- ON CENTERS AND WITH A MINIMUM OF 3 1) UNDER. THIS DIVISION SHALL 0 ED WITH CHLORINE BEFORE IT IS ISALL DOMESTIC WATER SERVICE AND SUPPLY PIPING INSTALLE E DISINFECT SCREWS IN EACH JOINT, SCREWS SHALL BE PLACED AT 1 2" FROM T14E JOINT BEAD, DUCT­T.O-DUCTJOIN-TS IN DUCTS UP TO AND INCLUDING 12" I I I � � , ., PLACED INTO OPERATION, THE CHLORINATING MATERIAL SHALL BE LIQUID CHLORINE CONFORMING TO FEG. SPEC. 88-C-120 AND SHALL BE 5. IN SUBPARAGRAPH BELOW, SELECT FIRST OPTION FOR TEMPERATURE RATING OF 225 DEG F (107 DEG, CL; SELECT SECOND OPTION FOR 250 DEG IN DIAMETER FOR PRESSURE CLASS 2" AND BELOW IMAY BE THE BEADEO-CRfMP TYPE AND EACH JOINT SHALL BE FASTENED WITH SHEET METAL INTRODUCEDTO THE SYSTEM BY EXPERIENCED OPERATORS ONLY, THE CHLORINE SOLUTION APPLIED TO THE, PIPING SECTIONS OR SYSTEM F (121 DEG C), A. GENERAL PIPE INSULATION SCREWS, EQUALLY SPACED, NOT MORE THAN 12" ON CENTERS AND WITH A MINIMUM OF 9 SCREWS IN EACHJOINT. THE BEADED -CRIMP JOINT SHALL CONTAIN AT LEAST FIFTY PARTS PER MILLION OF AVAILABLE CHLORINE AND SHALL REMAIN IN THE, SECTIONS OR SYSTEM FOR A PERIOD OF 6� MECHANICAL SEAL: CARBON ROTATING RING AGAINST A CERAMIC SEAT HELD BY A STAINLESS -STEEL SPRING, AND EPT BELLOWS AND GASKET. 1- FIBERGLASS SHALL BE ACCEPTABLE FOR INDOOR HOT & COLD DOMESTIC; HYDRONIC PIPING; AND INSULATED DRAINAGE PIPING- PROVIDE SHALL PROVIDE AT LEAST A I" LAP TO ACCOMMODATE THE SHEET METALSCREWS. , NOT LESS THAN SIXTEEN (16) HOURS. DURINGTHE DISINFECTION PERIOD ALL VALVES SHALL BE OPENED AND CLOSED AT LEAST FOUR TIMESL AT INCLUDE WATER SLINGER ON SHAFT BETWEEN MOTOR AND SEAL. PREFABRICATED FITTINGS FOR ELBOWS AND TEE'S, PROVIDE PREFAB PVC FITTINGS OR WHITE ALL SERVICE (INTEGRAL TO PREFAB PIPING 1AALL DUCT JOINTS (LONGITUDINAL, TRANSVERSE) AND DUCT PENETRATIONS SHALL BE. SEALED USING METHODS OUTLINED 1N SMACNA HVAC AIR THE END OF THE RETENTION PERIOD, NO LESS THAN 50 PPM OF CHLORINE SHALL BE PRESENT IN THE EXTREME END OF THIS SYSTEM. AFTER THE 7. PACKING SEAL: STUFFING BOX, WITH A MINIMUM OF FOUR RINGS OP GRAPHFTE-IMPREGNATED BRAIDED YARN WITH BRONZE LANTERN RING ELBOW) PIPING ELBOW JACKETING. PROVIDE PIPE LABELING FOR ALL INSULATED, JACKETED INDOOR PIPING. PVCJACKETING SHALL NOT BE DUCT LEAKAGE TEST MANUAL. DISINFECTION PER16D THE CHLORINATED WATER SHALL BE FLUSHED FROM THE SYSTEM WITH CLEAR WATER UNTIL THE RESIDUAL CHLORINE I BETWEEN CENTER TWO GRAPHITE RINGS, AND BRONZE PACKING GLAND. PERMITTED IN RETURN PLENUM AREAS. ALLJACKEING SEAMS SHALL BE SEALED AIR -TIGHT FOR CONTINUOUS VAPOR BARRIER. CONTENT IS NOT GREATER THAN TWO -TENTHS - (0.2) - PARTS PER MILLION. THE CONSTRUCTION MANAGER SHALL SUBMITTO THE ARCHITECT 11.DUCT COLLARS SHALL BE PROVIDED WHERE DUCTS PASS THROUGH MASONRY WALLS AND PARTITIONS WHICH EXTEND FULL HEIGHT TO THE WRITTEN CERTIFICATION THAT THE SYSTEM WAS DISINFECTED. CERTIFICATION SHALL INCLUDE NAME Of PROJECT, NAME OF OWNER, NAME OF 8. PUMP BEARINGS. PERMANENTLY LUBRICATED SALL BEARINGS UP THROUGH 5 HP. LARGER MOTORS HAVE GREASE-LUBRICAIED SALL 2. FITTINGS AND VALVES SHALL BE INSULATED WITH PRE -FORMED FITTINGS, FABRICATED SECTIONS OF PIPE INSULATION, TANK INSULATION, UNDERSIDE OF THE STRUCTURE AND SHALL BE FABRICATED FROM 22 GAUGE GALVANIZED STEEL SHEET, DUCT COLLAR SHALL BE PROVIDED ON OPERATORS, DATE OF DISINFECTION,. TIMES OF DISINFECTION PERIOD, MAXIMUM CHLORINE LEVEL AND RESIDUAL CHLORINE LEVEL. BEARINGS. BLANKET INSULATION, OR INSULATIN15 CEMENT. THICKNESS SHALL BE ECIUALTO ADJACENT PIPE INSULATION. FINISH SHALL BE WITH BOTH SIDES OF WALLS AND PARTITIONS, EXCEPT COLLAR SHALL BE OMITTED ON THAT SIDE OF THE WALL ON WHICH REGISTERS AND GRILLES , PRE -FORMED PVC FITTING COVERS OR AS OTHERWISESPECIfIED ON CONTRACT DRAWINGS, ARE INSTALLED. FLANGES SHALL BE INSTALLED TIGHT AGAINST THE WALL. THE SPACE BETWEEN THE DUCT AND THE WALL SHALL BE PACKED C_ NATURAL GAS 3. FLANGES, COUPLINGS AND VALVE SONNETS SHALL BE COVERED WITH AN OVERSIZED PIPE INSULATION SECTION SIZED TO PROVIDE THE SAME WITH FIBERGLASS BLANKET INSULATION. � L ABOVE -GROUND MAXIMUM 2-112'6AS PIRING SHALL BE BLACK STEEL PIPE, ,SCHEDULE 40, ASTM A,53 WITH STANDARD WEIGHT WROUGHT INSULATION THICKNESS AS ON THE MAIN PIPE SECTION. AN OVERSIZED INSULATION SECTION SHALL BE USED TO FORM A COLLAR BETWEEN THE 12.DUCT HANGERS AND SUPPORTS SHALL BE IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS. IN ADDrrtON, HANGERS STEEL SOCXET�WELD FITTINGS PERASTM A234 OR THREADED CONNECTIONS, PIPE SIZES 3"AND UP OR WITH PRESSURE ABOVE SPSI SHALL ONLY TWO INSULATION SECTIONS WITH LOW -DENSITY BLANKET INSULATION BEING USED TO FILL GAPS. JACKETING SHALL MATCH THAT USED ON SHALL BE SPACED NOT OVER 81__Q" ON CENTERS. FOR RECTANGULAR DUCTS, WITH LONGEST DIMENSIONS UP THROUGH 60" HANGERS, THE BE PERMI!TTED WITH SOCKET-�WELDED JOINTS (NO THREADED CONNECTIONS), STRAIGHT PIPE SECTIONS. ROUGH CUT ENDS SHALL BE COATED WrrFi SUITABLE WEATHER OR VAPOR RESISTANT MASTICAS, DICTATED BY THE I HANGERS SHALL BE GALVANIZED STEEL STRAP TYPE, WITH LONGEST DIMENSION 61" AND LARGER, HANGERS SHALL BE TRAPEZE TYPE 2. STEEL GAS PIPING TO BE INSTALLED UNDERGROUND SHALL BE FURNISHED WITH A FACTORY APPLIED COATING WHICH SHALL CONSIST OF A SYSTEM LOCATION AND SERVICE, ON HOT SYSTEM$ WHERE FITTINGS ARE TO RE LEFT EXPOSED, INSULATION ENDS SHOULD BE BEVELED AWAY CONSTRUCTED OF GALVANIZED STEEL ANGLES WrrH ROUND HANGERS RODS. SIZES FOR STRAP HANGERS AND TRAPEZE ANGLES AND RODS RESILIENT, EXTRUDED, POLYETHYLENE SLEEVE WHICH IS SEALED TO THE PIPE, THE PLASTIC COATING SHALL BE NOT LESS THAN 25 MIL5 THICK FROM BOLTS FOR EASY ACCESS, SHALL BE BASED ON DUCT SIZE AS SCHEDULED IN THE SMACRA HVAC DUCT CONSTRUCTION STANDARDS, , I ,\\\� �ej VA G. .. I ,,\.. . , # .. 1�� +1 - . ,,, '_ I,- "o - � . is .- = * ::: � It �'��/.�� � I " cc z: , ::� *P_ , ' � 6TATE OF " ,44/ ;�_ :�_ 0 1 , �4_0- �-, .�;,, %N 1, �<% ,"ZORIO�-,-A#',�,, , I . 0 L e" ­ -, �' / �9 /// , ZONAL t� \\\ /�///11111\0\\ �A*�# McVEIGH&MANGUM ENGINEERING - INC Atlanta - Charlotte - Jacksonville - Raleigh www.MeVeighMangwn.com 1955 Lake Park DTive SE, Suite 325 Smyrna, Georgia 30080 Ph: (678) 213-1616 email: mail@,McVeighMangum.com PEFOO5182 � Eng. of Record: KENNETH GONZALEZ License No.:61015 N"N 3; m S Roswell Mill 85-A Mill Street, Suite 200 Roswell, Georgia 30075 076.650.7550 1770.650.7559 e-mail architec�@randallpaulson.com bese plans and specificalions are Ibe propeny of Randall -Poulson Architects, Incoprated. These documents may not he copied, reproduced, used or implemented in any way, ip paq Orin whola, williout the wriuso gansept of Randall -Paulson Architects, Incoprated. All common law 6ghis ol cupright are hereby specifidij roserved. TENANT BUILD -OUT at ZEPHYRHILLS. for I'll, ... I I 1, ­ i "A , � 11 � 11, - I "'"11",11 ,� ��� ........ 11 0, �� X, 1, 111111,6"','' ,11�'j �� U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Pdnt Record Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title SPECIFICATIONS Sheet No. Mm5OO E Released for Construction 7 Not Released for Construction __ . -_ . I 11 I 1� I. . . ", . . ! I _. . _1 .1 I ­1.b_mbz�AmR11611!1! .; 7 1[ , - 'I �� . - � ____ - - .. . , '- . � 'A b". - 1� F I � - ­ -1 - . _. -1 ­ ­ , �17 .! " 1 i; �:, ___ __ - _- _ - -.,--. .--.------I.' L - � , , , � - - - - __ 1, T-7 7 71T.. ". -, 11 . - -1 .. _. . . GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL LOCAL AND STATE CODES. 2. ALL MATERIAL SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF THE UNDERWRITER'S LABORATORIES, INC., AND THE NATIONAL MANUFACTURERS ASSOCIATION. 3. ALL ELECTRICAL PERMITS AND INSPECTION FEES SHALL BE OBTAINED AND PAID FOR BY THE ELECTRICAL CONTRACTOR. 4. DRAWINGS ARE DIAGRAMMATIC ONLY AND INDICATE ONLY THE GENERAL ARRANGEMENT. SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS. 5. ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE THE DAY HE PROJECT IS ACCEPTED BY THE OWNER. 6. ELECTRICAL CONTRACTOR SHALL MAKE ALL ELECTRICAL POWER CONNECTIONS TO HVAC, PLUMBING, AND OTHER EQUIPMENT AS REQUIRED. 7. A COMPLETE GROUNDING SYSTEM SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH ARTICLE 250 OF THE NEC, AND AS SHOWN ON THE DRAWINGS. 8. ALL CUTTING AND PATCHING OF WALLS AND FLOORS FOR ELECTRICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 9. ALL WIRING SHALL BE INSTALLED IN GALVANIZED RIGID CONDUIT, INTERMEDIATE METAL CONDUIT, OR EMT. EMT SHALL NOT BE USED IN OR UNDER CONCRETE SLABS, OR IN MASONRY WALLS. USE SCHEDULE 40 PVC OUTDOORS WHERE NOT SUBJECT TO PHYSICAL DAMAGE OR BELOW FLOOR SLAB. CONCEALED BRANCH CIRCUITS RATED 30 AMPS OR LESS MAY UTILIZE TYPE MC FLEXIBLE METAL CABLE WHERE CODE ALLOWS. SUPPORT WITHIN 12" OF ALL CONNECTIONS AND NOT MORE THAN 4'-6" ON CENTER. ALL RACEWAYS (EXCEPT THOSE BELOW SLAB OR GRADE) SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BUILDING LINES. 10. BRANCH CIRCUIT CONDUCTORS SHALL BE COPPER RATED AT NOT LESS THAN 600 VOLTS. MINIMUM SIZE SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL WIRE #8 AWG AND LARGER SHALL BE STRANDED. ALL CONDUCTORS #10 AND SMALLER SHALL BE SOLID, UNLESS OTHERWISE NOTED. FEEDERS RATED GREATER THAN 150 AMPERES MAY UTILIZE 750C COMPACT ALUMINUM CONDUCTORS OF EQUIVALENT AMPACITY, TYPE XHHW OR XHHW-2 INSULATION, EQUIVALENT TO ALCAN SERIES 8000 CONDUCTORS. CONTRACTOR TO VERIFY CONDUIT SIZES REQUIRED FOR ALUMINUM FEEDERS. 11. BRANCH CIRCUIT CONDUCTORS SHALL BE TYPE THHN OR THWN AS REQ'D. 12. PROVIDE A PULLWIRE IN ALL EMPTY CONDUITS. 13. PROVIDE A TYPED DIRECTORY IN ALL PANELBOARDS CLEARLY DESCRIBING THE LOCATION OF AND TYPE OF LOAD BEING SERVED FOR ALL CIRCUITS. 14. PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL PANELBOARDS AND DISCONNECT SWITCHES, BLACK LETTERS ON WHITE BACKGROUND. 15. FUSES 0 - 600 AMPS SHALL BE UL CLASS "RK-1" LOW PEAK DUAL ELEMENT TIME DELAY WITH 2O0,000 AMPERE INTERRUPTING RATING AS MANUFACTURED BY BUSS, UNLESS NOTED OTHERWISE. 16. VERIFY ALL REQUIREMENTS AND COORDINATE EXACT LOCATION OF INCOMING ELECTRICAL SERVICE WITH LOCAL POWER COMPANY PRIOR TO PROJECT START-UP. NOTIFY ENGINEER OF ANY CHANGES AS MAY BE REQUIRED. AVAILABLE FAULT CURRENT AT SERVICE TRANSFORMER TO BE FIELD VERIFIED WITH SERVING UTILITY. ACTUAL FAULT CURRENT VALUES TO BE FIELD MARKED ON ALL GEAR IN ACCORDANCE WITH NEC 110.24. 17. PROVIDE SCHEDULE 40 PVC CONDUIT UNDERGROUND FROM TELEPHONE EQUIPMENT ROOM TO CONNECTION POINT AS DIRECTED BY LOCAL TELEPHONE COMPANY. 18. ALL TERMINALS, SPLICING CONNECTORS, LUGS, ETC. SHALL BE IDENTIFIED FOR USE WITH THE MATERIAL (CU/AL) OF THE CONDUCTOR AND SHALL BE PROPERLY INSTALLED. 19. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ELECTRICAL EQUIPMENT FROM FOREIGN MATERIAL DURING CONSTRUCTION (PAINT, SPACKLE, ETC.). 20. PENETRATIONS OF REQUIRED SMOKE PARTITIONS SHALL BE SEALED USING METHODS APPROVED UNDER THE STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE THAT THIS SMOKE STOPPING IS ACCOMPLISHED. 21. WHERE PENETRATIONS ARE MADE THROUGH A REQUIRED FIRE -RESISTIVE WALL, FLOOR, OR PARTITION FOR THE PURPOSE OF RUNNING RACEWAY CARRYING ELECTRICAL, TELEPHONE, TELEVISION, OR LOCAL COMMUNICATION AND/OR SIGNALING CIRCUITS, THE OPENING AROUND THE RACEWAY SHALL BE FIRE STOPPED PER THE STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE THAT THIS FIRE STOPPING IS ACCOMPLISHED. USE APPROVED ASSEMBLIES SUCH AS THE FOLLOWING: UP TO 1" PENETRATIONS OF 1, 2,3 & 4 HOUR GYPSUM WALLS - U.L.#WL1001 UP TO 4" PENETRATIONS OF 1 & 2 HOUR GYPSUM WALLS - U.L.#WL1001 UP TO 4" PENETRATIONS OF 1 & 2 HOUR CONC. OR BLOCK WALLS & FLOORS - U.L.#CAJ1009 UP TO 4" PENETRATIONS OF 3 & 4 HOUR CONC. OR BLOCK WALLS & FLOORS - U.L.#CBJ1020. 22. IN REQUIRED FIRE RATED WALLS AND PARTITIONS, OPENINGS FOR INSTALLATION OF BOXES THAT ARE GREATER THAN 16 SQUARE INCHES SHALL BE PROTECTED AS REQ'D BY U.L. COORDINATE CLOSELY WITH THE GENERAL CONTRACTOR TO INSURE THAT THE INTEGRITY OF THE U.L. RATING IS MAINTAINED. 23. WHERE A HOME RUN IS SHOWN, THE CIRCUIT SHALL BE INSTALLED IN A DEDICATED CONDUIT, DO NOT COMBINE WITH OTHER CIRCUITS. WHERE A CIRCUIT HOMERUN IS NOT SHOWN, THE CONTRACTOR SHALL COMBINE CIRCUITS AS FOLLOWS: • A MAXIMUM OF THREE 20A BRANCH CIRCUITS MAY BE COMBINED IN A COMMON HOMERUN SHARING A COMMON NEUTRAL OR WITH SEPARATE NEUTRALS FOR A MAXIMUM OF TOTAL OF SIX CURRENT CARRYING CONDUCTORS. • 20A BRANCH CIRCUITS SERVING NON -LINEAR LOADS (FLUOR. LIGHTING, EMPLOYEE WORKSTATIONS, DATA SYSTEMS, ETC.) USING SHARED NEUTRALS SHALL UTILIZE #10 CU NEUTRAL, MINIMUM. • ALL BRANCH CIRCUITS LARGER THAN 20A SHALL BE SEPARATELY HOMERUN TO THE PANEL. 24. ALL RACEWAYS SHALL BE CONCEALED UNLESS OTHERWISE NOTED. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH CONCEALING RACEWAYS AFTER INITIAL CONSTRUCTION. 25, CLOSE OUT DOCUMENTS: • AS-BUILTS: WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING: 1) A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND 2) FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. • OPERATION AND MAINTENANCE MANUALS: AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER. THE MANUALS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: 1) SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE; 2) OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED; 3) NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. 26. COMMISSIONING: WHERE OCCUPANT SENSORS, TIME SWITCHES, PROGRAMMABLE SCHEDULE CONTROLS, PHOTOSENSORS, OR DAYLIGHTING CONTROLS ARE INSTALLED, COMMISSIONING SHALL BE PROVIDED. FOR ANY OCCUPANCY SENSORS, CONFIRM THAT THE PLACEMENT, SENSITIVITY, AND TIME-OUT ADJUSTMENTS YIELD ACCEPTABLE PERFORMANCE; FOR ANY TIME SWITCHES AND PROGRAMMABLE SCHEDULE CONTROLS, CONFIRM THAT PROGRAMMING TURNS LIGHTS OFF; FOR ANY PHOTOSENSOR CONTROLS, CONFIRM THAT THE PLACEMENT AND SENSITIVITY ADJUSTMENTS REDUCE ELECTRIC LIGHTS BASED ON THE AMOUNT OF USABLE DAYLIGHT IN SPACE AS SPECIFIED. COMMISSIONING SHALL BE PERFORMED BY THE CONTRACTOR UNDER THE DIRECTION OF THE LIGHTING CONTROLS CERTIFIED MANUFACTURER'S REPRESENTATIVE. CERTIFICATE DOCUMENTATION OF THE REPRESENTATIVE SHALL BE INCLUDED IN SHOP DRAWING / PRODUCT DATA SUBMITTAL. ELECTRICAL SYMBOL LEGEND WIRING AND WIRING DEVICES COMMUNICATIONS WIRING SYSTEM CONCEALED IN WALL OR CEILING. DASHED LINES INDICATE WIRING RUN BELOW SLAB / GRADE. OUTLETS SHALL BE MOUNTED AT SAME HEIGHT AS ADJACENT RECEPTACLE, w/ CONDUIT STUBBED OUT ABOVE ACCESSIBLE CEILING. _ 'W' INDICATES 48" AFF MOUNTING. / \ LOW VOLTAGE CONTROL WIRING SYSTEM CONCEALED IN WALL OR CEILING. • 'INT' INDICATES INTERCOM OUTLET. WIRING SYSTEM TO BE RUN EXPOSED. DASHED LINES INDICATE WIRING RUN BELOW SLAB / GRADE. VVTELEPHONE OUTLET w/ 3/4"C, CEILING, FLOOR AND WALL MOUNTED. ® ® 0 DATA OUTLET w/ 1"C, CEILING, FLOOR AND WALL MOUNTED. BRANCH CIRCUIT HOMERUN TO PANEL. NUMBER OF ARROWHEADS INDICATE NUMBER OF CIRCUITS. THREE CIRCUITS OF ALTERNATING FLOOR AND WALL MOUNTED. PHASES MAY BE COMBINED IN ONE CONDUIT, HOWEVER THEY SHALL EITHER BE EQUIPPED w/ DEDICATED NEUTRALS, COMMON TRIP ® ® COMBINATION TEL / DATA OUTLET w/ 1"C, CEILING, CIRCUIT BREAKERS, OR HANDLE -TIES ON THEIR BREAKERS. 4 WALL MOUNTED TV OUTLET w/ 1"C, UON, SEE ARCH PLANS FOR MOUNTING HEIGHT. MOTOR PROVIDED AND INSTALLED BY MECH. CONTRACTOR, WIRED BY ELEC. CONTRACTOR, NUMERALS INDICATE HORSEPOWER. O® RECEPTACLE (SIMPLEX, DUPLEX, DOUBLE DUPLEX, 220V OR SPECIAL), COMBINATION TEUDATA OUTLET w/ 1"C, AND INTERCOM OUTLET IN Q JUNCTION BOX, CEILING AND WALL MOUNTED. FLOOR / WALL BOX, WIREMOLD FB-SERIES OR APPROVED EQUAL, UON. • 'P' INDICATES SYSTEMS FURNITURE POWER WHIP, SEE DETAILS. FGAPI GENERATOR ANNUNCIATOR PANEL. • 'C' INDICATES SYSTEMS FURNITURE COMMUNICATIONS WHIP, SEE DETAILS. sP sP SPEAKER CEILING AND WALL MOUNTED. KD SINGLE SERVICE FLOORBOX / POKE -THROUGH, JUNCTION BOX. Ds DISCONNECT SWITCH FOR NOTIFICATION. • ON -GRADE: HUBBELL B2536 SERIES BOX OR APPROVED EQUAL, UON. • ABOVE GRADE: HUBBELL S1 PT4X4-J BOX SERIES OR APPROVED EQUAL, UON. DB DOOR BELL PUSH BUTTON. • 'P' INDICATES SYSTEMS FURNITURE POWER WHIP, SEE DETAILS. LOW VOLTAGE TRANSFORMER. • 'C' INDICATES SYSTEMS FURNITURE COMMUNICATIONS WHIP, SEE DETAILS. D�A VISUAL / AUDIBLE DOOR NOTIFICATION. FIRE ALARM DEVICES SITE rc INTERCOMM. • 'C' INDICATES CEILING MOUNTED. BOLLARD LIGHT FIXTURE. vc VOLUME CONTROL. ® CARBON MONOXIDE DETECTOR WALL OR CEILING MOUNTED. u GROUND BAR. ❑H HEAT DETECTOR WALL OR CEILING MOUNTED. GROUND MOUNTED FLOODLIGHT FIXTURE. wAP WAP. ❑s SMOKE DETECTOR WALL OR CEILING MOUNTED. DATA PATCH PANEL. GROUND MOUNTED LINEAR SIGNLIGHT FIXTURE. ❑° SMOKE DETECTOR DUCT MOUNTED. FACP FIRE ALARM CONTROL PANEL. POST TOP LIGHT FIXTURE. SWITCHING FAAP FIRE ALARM ANNUNCIATOR PANEL. �❑ POLE MOUNTED SITE LIGHT FIXTURE (1 HEAD). 20A, 120/277 VOLT, +48" AFF TO TOP, UON. 'Z NAc FIRE ALARM NOTIFICATION APPLIANCE CABINET. INDICATES 2-POLE. '3' INDICATES 3-WAY. ERRCS EMERGENCY RESPONDER RADIO COVERAGE SYSTEM. �-♦� POLE MOUNTED SITE LIGHT FIXTURE (2 HEAD). W INDICATES 4-WAY. DOOR HOLDER INTERFACE DEVICE. 'D' INDICATES 0-10V DIMMER SWITCH. COORDINATE EXACT TYPE AND RATING w/ LIGHTING CONTROLLED. NURSE CALL rM ❑ INPUT MODULE INTERFACE DEVICE. 'T' INDICATES 0-60 MINUTE TIMER SWITCH. 'KG INDICATES KEY OPERATED SWITCH. ❑R RELAY INTERFACE DEVICE. NCAP NURSE CALL ANNUNCIATOR PANEL (MASTER STATION). 'LV' INDICATES LOW VOLTAGE SWITCH. Fs FIRE ALARM FLOW SWITCH. Ncec NURSE CALL EQUIPMENT CABINET. 'LV2' INDICATES 2-RELAY LOW VOLTAGE SWITCH. '[#]' INDICATES LIGHTING CONTROL ZONE. SEE LIGHTING CONTROL SCHEDULE FOR DETAILS. Ps FIRE ALARM PRESSURE SWITCH. sD STAFF DUTY STATION. 'OV' INDICATES LIGHTING CONTACTOR OVERRIDE SWITCH. rs FIRE ALARM TAMPER SWITCH. lsA STAFF ASSIST STATION. 0 FIRE ALARM PULL STATION. Ec EMERGENCY CALL STATION (CODE BLUE). $ SINGLE POLE SWITCH. LF LOW FREQUENCY ALARM DEVICE. DL NURSE DOME LIGHT. $ VS LINE VOLTAGE, VACANCY SENSOR SWITCH, MANUAL -ON / AUTO -OFF, DUAL -TECHNOLOGY, PROVIDE COMPLETE ROOM COVERAGE. 8 VISUAL ONLY ALARM DEVICE. zL NURSE ZONE LIGHT. $ OC LINE VOLTAGE, OCCUPANCY SENSOR SWITCH, AUTO -ON / AUTO -OFF, DUAL -TECHNOLOGY, PROVIDE COMPLETE ROOM COVERAGE. Pc PATIENT CALL STATION. ff] VISUAL / AUDIBLE ALARM DEVICE. ss ❑ PATIENT CALL BATH STATION. s OC/D LINE VOLTAGE, OCCUPANCY SENSOR SWITCH w/ DIMMING, AUTO -ON / AUTO -OFF, DUAL -TECHNOLOGY, PROVIDE COMPLETE ROOM 'T' COVERAGE. LBJ BELL ALARM DEVICE. INDICATES TOILET STATION, INSTALL WITHIN 12" OF sP SPEAKER ALARM DEVICE. TOILET BOWL. 'S' INDICATES SHOWER STATION. VS/D LINE VOLTAGE, VACANCY SENSOR SWITCH w/ DIMMING, AUTO -ON / AUTO -OFF, DUAL -TECHNOLOGY, PROVIDE COMPLETE ROOM COVERAGE. PP PP2 LOW -VOLTAGE CONCEALED POWER PACK FOR OCCUPANCY SENSOR. ss SPEAKER / STROBE ALARM DEVICE. LIGHTNING PROTECTION co SINGLE STATION CARBON MONOXIDE ALARM. PPA PPA2 LOW -VOLTAGE CONCEALED POWER PACK FOR OCCUPANCY SENSOR, AUTO -ON / AUTO -OFF. Q SINGLE STATION HEAT ALARM. LIGHTNING PROTECTION AIR TERMINAL. PPM PPM LOW -VOLTAGE CONCEALED POWER PACK FOR OCCUPANCY SENSOR, MANUAL -ON / AUTO -OFF. s O SINGLE STATION SMOKE ALARM . �` LIGHTNING PROTECTION DOWN CONDUCTOR PPD PPD2 LOW -VOLTAGE CONCEALED POWER PACK FOR OCCUPANCY SENSOR, MANUAL -ON / AUTO -OFF, 0-10V DIMMING. O SINGLE STATION DUCT SMOKE ALARM. AND GROUND ROD. vs vs LOW -VOLTAGE DUAL -TECHNOLOGY VACANCY SENSOR, CEILING AND WALL MOUNTED, MANUAL -ON / AUTO -OFF w/ EXTENDED RANGE (AT . LIGHTNING PROTECTION CONDUCTOR. LEAST 56'-0"MINOR MOTION RANGE DIAMETER AT 9'-0" AFF MOUNTING HEIGHT ) Q SINGLE STATION DUCT SMOKE REMOTE ALARM. oc oc LOW -VOLTAGE DUAL -TECHNOLOGY OCCUPANCY SENSOR, CEILING AND WALL MOUNTED, AUTO -ON / AUTO -OFF w/ EXTENDED RANGE (AT LEAST 56-0" MINOR MOTION RANGE DIAMETER AT 9'-0" AFF MOUNTING HEIGHT). RECEPTACLES ALL RECEPTACLES SHALL BE A MINIMUM RATING OF 120 VOLT, 20 AMP, UON, VERTICAL MOUNTED BOX HEIGHTS SHALL BE TO CENTER, Pc NORTH FACING ROOF MOUNTED PHOTOCELL. HORIZONTAL MOUNTED BOX HEIGHTS SHALL BE TO TOP, UON. EEI TIMECLOCK, REFER TO LIGHTING CONTROL DIAGRAM. • 'AFI' INDICATES ARC FAULT CIRCUIT INTERRUPTER. iv INVERTER, 50W, 277V, 90 MINUTE BATTERY. • 'GFI' INDICATES GROUND FAULT CIRCUIT INTERRUPTER. LIGHTING FIXTURES • 'WP' INDICATES WEATHERPROOF IN USE, WEATHER -RESISTANT RECEPTACLE w/ IN -USE EXTRA DUTY COVER. RECEPTACLES LOCATED IN WET OR DAMP LOCATIONS SHALL BE WP, WHETHER INDICATED OR NOT. • 'EWC' INDICATES ELECTRIC WATER COOLER. SEE FIXTURE SCHEDULE FOR DETAILS. • 'EX' INDICATES EXISTING TO BE REUSED. 'N/L' INDICATES FIXTURE UNSWITCHED (NITE LIGHT). • 'HD' INDICATES HAND DRYER CONNECTION. LOWER CASE LETTERING DENOTES SWITCH /RELAY CONTROLLING THE FIXTURE. • 'TR' INDICATES TAMPER RESISTANT (INTEGRAL TO RECEPTACLE). ALL DWELLING UNIT DUPLEX RECEPTACLES SHALL BE LISTED TAMPER SHADING: RESISTANT TYPE. ALL NON -LOCKING, 120V, 15A AND 20A RECEPTACLES SHALL BE TAMPER -RESISTANT, EXCEPT IN MECHANICAL ROOMS, 1/2 SHADING INDICATES FIXTURE TO BE PROVIDED w/ 90-MINUTE, MINIMUM BATTERY BACKUP. ELECTRICAL ROOMS, AND JANITORS CLOSETS, WHETHER INDICATED OR NOT. O> DOWNLIGHT RECESSED FIXTURE, ARROW INDICATES WALL WASH TYPE AND DIRECTION TO AIM FIXTURE. • 'CH' INDICATES HALF CONTROLLED. DOWNLIGHT SURFACE MOUNTED FIXTURE. • 'CF' INDICATES FULL CONTROLLED (BOTH PLUGS OF DUPLEX). • 'SB' INDICATES RECEPTACLE FOR SMARTBOARD, SEE DETAIL. EMERGENCY EGRESS LIGHT FIXTURE. • 'DING INDICATES POWER/USB CHARGING. > i> EXIT SIGN FIXTURE, CEILING AND WALL MOUNTED. SHADING INDICATES ILLUMINATED FACE, ARROWS INDICATE CHEVRONS. ® SHADING: • CENTER SHADING INDICATES DEVICE MOUNTED ABOVE COUNTER TOP T-8" AFF, UON. • 1/2 SHADING INDICATES DEVICE TO BE SWITCHED. CEILING FAN. 0 SIMPLEX RECEPTACLE, CEILING, FLOOR AND WALL MOUNTED. 0 q DUPLEX RECEPTACLE, CEILING, FLOOR AND WALL MOUNTED. FLOOR IS SINGLE SERVICE FLOORBOX / POKE -THROUGH, ONE DUPLEX LINEAR PENDANT FIXTURE. RECEPTACLE. • ON -GRADE: HUBBELL B2536 SERIES BOX OR APPROVED EQUAL, UON. 2' x 4' LIGHTING FIXTURE. DIAGONAL INDICATES FIXTURE UNSWITCHED (NITE LIGHT). • ABOVE GRADE: HUBBELL S1 PT4X4-J SERIES BOX OR APPROVED EQUAL, UON. 0 ® 9 DOUBLE DUPLEX RECEPTACLE, CEILING, FLOOR AND WALL MOUNTED. ❑ 2' x 2' LIGHTING FIXTURE. 0 0 9 220V RECEPTACLE, CEILING, FLOOR AND WALL MOUNTED. 'DRYER' INDICATES NEMA 14-30R. -0 ROUND BOWL / DRUM PENDANT FIXTURE. SPECIAL RECEPTACLE (AS INDICATED), CEILING, FLOOR AND WALL MOUNTED. t--t 4' STRIP FIXTURE. ® MULTI -OUTLET ASSEMBLY. 0 SURFACE FIXTURE. WALL MOUNTED LIGHT FIXTURE. MISCELLANEOUS DEVICES} 0 TRACK LIGHT FIXTURE. FSD 120V FIRE / SMOKE DAMPER (FURNISHED & INSTALLED BY DIV 23, CIRCUITED BY DIV 26). �.z STEP LIGHT FIXTURE. SD 120V SMOKE DAMPER (FURNISHED & INSTALLED BY DIV 23, CIRCUITED BY DIV 26). DISTRIBUTION DEVICES n 120V MOTORIZED DAMPER (FURNISHED & INSTALLED BY DIV 23, CIRCUITED BY DIV 26). DASHED LINES ADJACET TO EQUIPMENT INDICATES CLEARANCES. T Oj HEAVY DUTY DISCONNECT SWITCH. PROVIDE NEMA 3R ENCLOSURES FOR EXTERIOR DISCONNECTS. 30/3120 NUMBERS INDICATE AMP FRAME / # POLES / AMP FUSE. ER EMERGENCY RELAY. 'NF' INDICATES NON -FUSIBLE. 120 / 208V PANELBOARD, SURFACE OR RECESS MOUNTED. SEE SCHEDULE FOR DETAILS. SECURITY INFRASTRUCTURE 1777 71 277 / 480V PANELBOARD, SURFACE OR RECESS MOUNTED. SEE SCHEDULE FOR DETAILS. ALL CONDUITS INDICATED BELOW SHALL BE ROUTED TO THE SECURITY PANEL IN THE COMM ROOM. COORDINATE w/ SECURITY INSTALLER FOR LOCATION OF SECURITY PANEL. TRANSFORMER. cc CCTV CAMERA. SWITCHBOARD, SEE SCHEDULE FOR DETAILS. ACP ACCESS CONTROL PANEL. cR CARD READER, OUTLET BOX AT T-10" AFF. sPD SURGE PROTECTIVE DEVICE. Dc DOOR CONTACT. Q UTILITY METER ML MAGNETIC LOCK. 0 ENCLOSED CIRCUIT BREAKER PB PUSH BUTTON, OUTLET BOX AT T-10" AFF. FGC1 GATE CONTACT. REQUEST TO EXIT. Es ELECTRIC STRIKE. Ms MOTION SENSOR. FGBI GLASS BREAK SENSOR. McVEIGH&MANGUM ENGINEERING INC Atlanta • Charlotte • Jacksonville Raleigh www.MeVeighMangum.com 1955 Lake Park Drive SE, Suite 325 Smyrna, Georgia 30080 Ph: (678) 213-1616 email: mail@McVeighMangum.com PEF005182 Eng. ofRecord:LADD D. MARKS, P.E. License No.:58264 Mid"% �R A N D A L L� I I arcitectl Roswell Mill 85-A Mill Street, Suite 200 Roswell, Georgia 30075 t 770.650.7558 f 770.650.7559 e-mail architects cx randalipaulson.com These plans and specifications are the property of Randall -Paulson Architects, Incorporated. These documents may not he copied, reproduced, used or implemented in any way, in part orio whale, without the written consent of Randall -Paulson Architects, Incorporated. All common law rights of copyright are horehy specifically reserved. TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title LEGEND & GENERAL NOTES Sheet No. EmO01 Released for Construction ❑ Not Released for Construction L� :, h i _. u;•.mw., :.: r AM ins �,,. «. : _s.z �� i e „ ., m i.,;:..e..a u'; arc m1. G3N d6 j w",; �t ANCHOR ABOVE CEILING TO WALL STUD: / 5OLPS ONE EACH ROOM LMI ELI-S-E O BATTERY BACKUP SYSTEM PO WATT FOR 90 MINUTES L I E1.IERGENC LINE POWER FROM ..1,.v, ROOM LIGHT CIRCUIT UNL's` WALL, SWITCH ELEVATION ELECTRICAL ABBREVIATIONS A AMPERE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AL ALUMINUM ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BC BELOW CEILING C CONDUIT CB, CKT BKR CIRCUIT BREAKER CLG CEILING CU COPPER OR CONDENSING UNIT DISC DISCONNECT EC ELECTRICAL CONTRACTOR ECB ENCLOSED CIRCUIT BREAKER ELEV ELEVATOR EMT ELECTRICAL METALLIC TUBING ENT ELECTRICAL NONMETALLIC TUBING FOR ENGINEER OF RECORD ERRCS EMERGENCY RESPONDER RADIO COVERAGE SYSTEM ES ENERGY SAVING EVC ELECTRIC VEHICLE CHARGER FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FPC FIRE PUMP CONTROLLER FSD FIRE SMOKE DAMPER G,GND GROUND GACP GENERATOR ANNUNCIATOR AND CONTROL PANEL GD GENERATOR DISCONNECT GEN GENERATOR GFI GROUND FAULT CIRCUIT INTERRUPTER HOA HAND -OFF -AUTOMATIC HP HORSEPOWER HT HEIGHT IG ISOLATED GROUND JB, J-BOX JUNCTION BOX JPC JOCKEY PUMP CONTROLLER KAIC THOUSAND AMPERE INTERRUPTING CAPACITY kcmil THOUSAND CIRCULAR MILS KVA KILOVOLT -AMPERE LC LIGHTING CONTRACTOR MC MECHANICAL CONTRACTOR MCB MAIN CIRCUIT BREAKER MLO MAIN LUGS ONLY N/L NIGHT LIGHT NAC NOTIFICATION APPLIANCE CABINET NEC NATIONAL ELECTRICAL CODE NIC NOT IN CONTRACT OC ON CENTER PNL PANEL PVC POLY -VINYL -CHLORIDE (SCHEDULE 40, UON) SE SERVICE ENTRANCE TBB TELECOMMUNICATIONS BACKBONE BONDING TGB TELECOMMUNICATIONS GROUND BAR TMGB TELECOMMUNICATIONS MAIN GROUND BAR TR TAMPER RESISTANT TTB TELECOMMUNICATIONS TERMINAL BOARD TYP TYPICAL LID UTILITY DISCONNECT UON UNLESS OTHERWISE NOTED V VOLT VA VOLT-AMPERE W IWATT WP IWEATHERPROOF LINE OF CEILING STANDARD FLUORESCENT 3-LAMP FIXTURE 96 WATT` 42' GRAB BAR. TREATMENT ROOM LIGHTING EMG. BACKUP DETAIL SCALE:NTS GROUND BUS NEUTRALBUS BRANCH CIRCUIT VOLTAGE DROP TABLE NOTES: A. BRANCH CIRCUIT UNGROUNDED AND NEUTRAL CONDUCTORS ADJUSTED FOR VOLTAGE DROP OF 3%. B. EQUIPMENT GROUNDING CONDUCTOR SIZE INCREASE IN PROPORTION TO UNGROUNDED CONDUCTORS PER NEC 250.122(B). C. VOLTAGE DROP CALCULATIONS BASED ON 100% CIRCUIT LOAD, 100% POWER FACTOR, AND 6 OR LESS CURRENT CARRYING CONDUCTORS PER RACEWAY. D. DISTANCE INDICATES CONDUCTOR LENGTH FROM OVERCURRRENT DEVICE TO LAST DEVICE / OUTLET / EQUIPMENT. E. THE LARGER OF THE CONDUCTOR SIZES INDICATED IN THE PANEL SCHEDULES AND THE VOLTAGE DROP TABLE ABOVE, SHALL BE USED. F. WHERE THE WIRE SIZE IS LARGER THAN THE MAXIMUM WIRE SIZE TERMINAL OF THE EQUIPMENT, PROVIDE A JUNCTION BOX AND SPLICE DOWN TO THE LARGEST WIRE SIZE POSSIBLE. THE BOX SHALL G. BE LOCATED AS CLOSE TO THE TERMINATION AS POSSIBLE, BUT NO FARTHER THAN 15 FEET. WHERE BRANCH CIRCUIT EXCEEDS DISTANCES NOTED ABOVE AND SIZES ARE NOT OTHERWISE NOTED ON PLANS, NOTIFY ENGINEER. OVER- BRANCH CIRCUIT MAXIMUM LENGTH CURRENT PROTECTION CONDUCTOR (PH&N / G) RACEWAY 120V, 10 208V, 10 208V, 30 277V, 10 480V, 10 480V, 30 15A #12 / #12 1/2" 60' 105' 121' 140' 242' 280' #10/#10 1/2" 96' 167' 193' 222' 386' 445' #8 / #8 3/4" 153' 266' 307' 354' 614' 709' #6/#6 1" 244' 423' 488' 563' 976' 1127' 20A #12 / #12 1/2" 45' 78' 91, 105, 182' 210' #10/#10 1/2" 72' 125' 144' 167' 289' 334' #8 / #8 3/4" 115' 199, 230' 265' 460' 532' #6 / #6 1" 183' 317' 366' 422' 732' 845' 30A #10/#10 1/2" 48' 83' 96' 111' 193' 222' #8 / #8 3/4" 76' 133' 153' 177' 307' 354' #6 / #6 1" 122' 21 l' 244' 281' 488' 563' #4/#4 1-1/4" 194' 336' 388' 448' 776' 896' 40A #8 / #10 3/4" 57' 99, 115, 132' 230' 266' #6 / #8 1" 91, 158' 183' 21 l' 366' 422' #4 /#4 1-1/4" 145' 252' 291' 336' 582' 672' #3/#4 1-1/4" 183' 318' 367' 423' 734' 847' 50A #6/#10 1" 73' 126' 146' 169' 292' 338' #4/#6 1-1/4" 116' 201' 233' 268' 465' 538' #3/#6 1-1/4" 146' 254' 293' 338' 587' 678' #2/#4 1-1/4" 185' 320' 370' 427' 740 855' 60A #6 / #10 1" 61' 105' 122' 140' 244' 281' #4/#6 1-1/4" 97' 168' 194' 224' 388' 448' #3/#6 1-1/4" 122' 212' 244' 282' 489' 565' #2/#4 1-1/4" 154' 267' 308' 356' 617' 712' 70A #4 / #8 1-1/4" 83' 144' 166' 192' 332' 384' #3 / #6 1-1/4" 104' 181' 209' 242' 419' 484' #2 / #4 1-1/4" 132' 229' 264' 305' 529' 610' #1 /#4 1-1/2" 166' 298' 333' 385' 667' 770' 80A #3 / #8 1-1/4" 91, 159, 183' 21 l' 367' 423' #2 / #6 1-1/4" 115, 200' 231' 267' 462' 534' #1 / #4 1-1/2" 145' 253' 292' 336' 583' 674' #1 /0 / #4 1-1/2" 184' 319' 368' 425' 736' 850' 90A #2 / #8 1-1/4" 102' 178' 205' 237' 411' 475' #1 / #6 1-1/2" 129' 224' 259' 299' 519, 599' #1/0 / #4 1-1/2" 163' 283' 327' 377' 654' 756' #2/0 / #4 2" 206' 357' 413' 476' 825' 953' 100A #2 / #8 1-1/4" 92' 160' 185' 213' 370' 427' #1/#6 1-1/2" 116' 202' 233' 269' 467' 539' #1 /0 / #4 1-1/2" 147' 255' 294' 340' 589' 680' #2/0 / #4 2" 185' 321' 371' 428' 742' 857' SERVICE ENTRANCE EQUIP t_ _J GROUNDING ELECTRODE CONDUCTOR AS INDICATED ON POWER RISER DIAGRAM (SIZE PER 2005 NEC TABLE 250-66, MIN) 3/4" 0 X 10'-0" CU. GROUND ROD DRIVEN TO t3" BELOW FINISH GRADE #6 CU. MIN, IF NO METALLIC WATER MAIN, CONTINUE FULL SIZE GEC d �¢ GROUNDING DETAIL SCALE: NTS #6 CU, MIN EXOTHERMIC WELD TO BLDG STEEL INTERSYSTEM (WHERE AVAILABLE) BONDING BAR PER NEC 250-94 GROUND CLAMP ON METALLIC WATER MAIN #4 CU, MIN CONC FOUNDATION OR FOOTING INDIRECT CONTACT WITH EARTH 20' OF 1/2" GAL STEEL ROD 2" MIN CONCRETE COVER PROVIDE SHORT PVC SLEEVE OR OTHER DESIGNATION ACCEPTABLE TO THE LOCAL INSPECTOR TO IDENTIFY ROD AS PROPERLY INSTALLED, BONDED LIGHTING SYSTEMS COMMISSIONING REQUIREMENTS LIGHTING CONTROL SYSTEM SHALL UNDERGO FUNCTIONAL TESTING AS DESCRIBED BELOW. TESTING SHALL BE BY THE CONTRACTOR UNDER THE SUPERVISION OF A CERTIFIED REPRESENTATIVE OF THE LIGHTING CONTROL SYSTEMS MANUFACTURER(S). PRIOR TO PASSING FINAL INSPECTION, THE LIGHTING CONTROL SYSTEMS SHALL HAVE BEEN TESTED TO ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTRUCTIONS. THE CONTRACTOR SHALL SUBMIT A LETTER CERTIFYING THE SUCCESSFUL COMPLETION OF FUNCTIONAL TESTING TO THE ENGINEER AT LEAST 2 DAYS PRIOR TO FINAL INSPECTION. THIS CERTIFICATION LETTER MUST BE AVAILABLE TO THE INSPECTOR AT THE TIME OF FINAL INSPECTION. OCCUPANT SENSOR CONTROLS 1. CERTIFY THAT THE OCCUPANT SENSORS HAVE BEEN LOCATED AND AIMED FOR PROPER COVERAGE OF THE INTENDED AREA IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 2. FOR PROJECTS WITH SEVEN OR FEWER OCCUPANT SENSORS, EACH SENSOR SHALL BE TESTED. 3. FOR PROJECTS WITH MORE THAN SEVEN OCCUPANT SENSORS, TESTING SHALL BE DONE FOR EACH UNIQUE COMBINATION OF SENSOR TYPE AND SPACE GEOMETRY. WHERE MULTIPLES OF EACH UNIQUE COMBINATION OF SENSOR TYPE AND SPACE GEOMETRY ARE PROVIDED, NOT LESS THAN 10 PERCENT, BUT IN NO CASE LESS THAN ONE, OF EACH COMBINATION SHALL BE TESTED UNLESS THE CODE OFFICIAL REQUIRES A HIGHER PERCENTAGE TO BE TESTED. WHERE 30 PERCENT OR MORE OF THE TESTED CONTROLS FAIL, ALL REMAINING IDENTICAL COMBINATIONS SHALL BE TESTED. FOR OCCUPANT SENSOR CONTROLS TO BE TESTED, VERIFY THE FOLLOWING: 1. WHERE OCCUPANT SENSOR CONTROLS INCLUDE STATUS INDICATORS, VERIFY CORRECT OPERATION. 2. THE CONTROLLED LIGHTS TURNOFF OR DOWN TO THE PERMITTED LEVEL WITHIN THE REQUIRED TIME. 3. FOR AUTO —ON OCCUPANT SENSOR CONTROLS, THE LIGHTS TURN ON TO THE PERMITTED LEVEL WHEN AN OCCUPANT ENTERS THE SPACE. 4. FOR MANUAL -ON OCCUPANT SENSOR CONTROLS, THE LIGHTS TURN ON ONLY WHEN MANUALLY ACTIVATED. 5. THE LIGHTS ARE NOT INCORRECTLY TURNED ON BY MOVEMENT IN ADJACENT AREAS OR BY HVAC OPERATION. TIME —SWITCH CONTROLS 1. CONFIRM THAT THE TIME —SWITCH CONTROL IS PROGRAMMED WITH ACCURATE WEEKDAY, WEEKEND AND HOLIDAY SCHEDULES. 2. PROVIDE DOCUMENTATION TO THE OWNER OF TIME —SWITCH CONTROLS PROGRAMMING INCLUDING WEEKDAY, WEEKEND, HOLIDAY SCHEDULES, AND SET—UP AND PREFERENCE PROGRAM SETTINGS ARE AS DIRECTED BY THE OWNER. 3. VERIFY THE CORRECT TIME AND DATE IN THE TIME SWITCH. 4. VERIFY THAT ANY BATTERY BACK—UP IS INSTALLED AND ENERGIZED. 5. VERIFY THAT THE OVERRIDE TIME LIMIT IS SET TO NOT MORE THAN 2 HOURS (OR KEY SWITCH OVERRIDE PROVISION IN RETAIL APPLICATIONS). 6. SIMULATE OCCUPIED CONDITION. VERIFY AND DOCUMENT THE FOLLOWING: a. ALL LIGHTS CAN BE TURNED ON AND OFF BY THEIR RESPECTIVE AREA CONTROL SWITCH. b. THE SWITCH ONLY OPERATES LIGHTING IN THE ENCLOSED SPACE IN WHICH THE SWITCH IS LOCATED. 7. SIMULATE NOCCUPIED CONDITION. VERIFY AND DOCUMENT THE FOLLOWING: a. NONEXEMPT LIGHTING TURNS OFF. b. MANUAL OVERRIDE SWITCH ALLOWS ONLY THE LIGHTS IN THE ENCLOSED SPACE WHERE THE OVERRIDE SWITCH IS LOCATED TO TURN ON OR REMAIN ON UNTIL THE NEXT SCHEDULED SHUTOFF OCCURS. DAYLIGHT RESPONSIVE CONTROLS. 1. CONTROL DEVICES HAVE BEEN PROPERLY LOCATED, FIELD CALIBRATED AND SET FOR ACCURATE SETPOINTS AND THRESHOLD LIGHT LEVELS. 2. DAYLIGHT CONTROLLED LIGHTING LOADS ADJUST TO LIGHT LEVEL SET POINTS IN RESPONSE TO AVAILABLE DAYLIGHT. 3. THE LOCATIONS OF CALIBRATION ADJUSTMENT EQUIPMENT ARE READILY ACCESSIBLE ONLY TO AUTHORIZED PERSONNEL. EXTERIOR LIGHTING CONTROLS 1. PHOTOCELUSENSORS HAVE BEEN PROPERLY LOCATED, FIELD CALIBRATED AND SET FOR ACCURATE SETPOINTS AND THRESHOLD LIGHT LEVELS. 2. TIME SWITCH CONTROL AS DESCRIBED ABOVE. 3. AFTER—HOURS LIGHTING LEVEL REDUCTION IS IMPLEMENTED IN ACCORDANCE WITH THE OWNER'S SCHEDULE DIRECTION (EITHER FROM MIDNIGHT TO 6AM OR, FROM ONE HOUR AFTER TO ONE HOUR PRIOR TO BUSINESS HOURS.) 4. THE LOCATIONS OF CALIBRATION ADJUSTMENT EQUIPMENT ARE READILY ACCESSIBLE ONLY TO AUTHORIZED PERSONNEL. AS —BUILT DOCUMENTATION DOCUMENTS CERTIFYING THAT THE INSTALLED LIGHTING CONTROLS MEET THE DOCUMENTED PERFORMANCE CRITERIA OF FBC ENERGY CODE SECTION C405 SHALL BE PROVIDED IN THE PROJECT AS —BUILT DOCUMENTATION. DELIVERY OF AS —BUILT DOCUMENTATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 30 DAYS FROM THE DATE OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY. GENERAL SYMBOLS PLAN OR DETAIL NO. SHEET NUMBER OKEYED NOTE TO PLAN QREVISION NUMBER N NORTH ARROW FIRE ALARM HORN AND/OR ALIGN HORN ONLY DEVICE WITH TOP OF DOOR FRAME, NOT STROBE LIGHT (WHITE FINISH, TYP) TO EXCEED 96" AFF. STROBE OR HORN/STROBE DEVICE 80" AFF TO BOTTOM OF STROBE LENS ALIGN WHEN MOUNTED 4 ON SAME WALL LIGHT SWITCH OR DIMMER i WALL MOUNTED TELEPHONE FIRE ALARM PULL STATION 0 CEILING RECEPTACLE a (HORIZONTAL) ©© x I co O m I UNOBSTRUCTED O 00 U O COUNTER OR OTHER r- U_ _ O I RECEPTACLE v O O m U_ OBSTRUCTION 0 a LO a O o °x 0- UX O O Om U_ -°r° O FLOOR TELEPHONE OR DATA JACK MOUNT AT SAME HEIGHT AS ADJACENT RECEPTACLE MOUNTING HEIGHT DIAGRAM SCALE: NTS McVEIGH&MANGUM ENGINEERING INC Atlanta • Charlotte • Jacksonville Raleigh www.MeVeigbMangatn.com 1955 Lake Park Drive SE, Suite 325 Smyrna, Georgia 30080 Ph: (678) 213-1616 email: mail@McVeighMmgum.com PEF005182 Eng. of Record:LADD D. MARKS, P.E. License No.:58264 R A N D A L L P A U L S 0 N a r G l I t e G t S Roswell Mill 85-A Mill Street, Suite 290 Roswell, Georgia 30075 t 770.650.7558 f 770.650.7559 e-mail architects@randallpaulsen.com These plans and specifications are the property of flandall-Paulson Architects, Incorporated. These documents may not he copied, reproduced, used or implemented in any way, in part ar in whole, Othout the written consent of Randall -Poulson Architects, Incorporated. All common law rights of copyright are hereby specifically reserved. TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title NOTES & DETAILS Sheet No. E�002 Released for Construction ❑Not Released for Construction EQUIPMENT CONNECTION SCHEDULE TYPE MARK DESCRIPTION DISCONNECT NOTES PANEL CKT # EF 1 EXAUST FAN MOTOR RATED SWITCH 1-4 P2 41 EF 2 EXAUST FAN MOTOR RATED SWITCH 1-4 P2 39 EF 3 EXAUST FAN MOTOR RATED SWITCH 1-4 P2 2 EF 4 EXAUST FAN MOTOR RATED SWITCH 1-4 P2 34 EWH 1 WATER HEATER 208V/2P/NEMA-1 1-4 P1 1,3 RTU A ROOFTOP UNIT 208V/3P/NEMA-3R j 1-4 P1 34,36,38 RTU B ROOFTOP UNIT 208V/3P/NEMA-3R 1 1-4 P1 37,39,41 EQUIPMENT CONNECTION SCHEDULE NOTES: 1. COORDINATE EXACT REQUIREMENTS WITH EQUIPMENT INSTALLED. 2. SIZE DISCONNECT RATING AND NUMBER OF POLES FROM PANEL SCHEDULES AND ACOORDING TO NFPA 70. 3. STARTERS, IF ANY, BY DIV 23. COORDINATE WITH DIV 23. 4. CONTROLS AS INDICATED BY MECHANICAL DRAWINGS. COORDINATE WITH DIV 23 PRIOR TO ROUGH -IN. OKEYED NOTES 1. EXISTING UTILITY METER AND CT CABINET TO REMAIN. 2. EXISTING EMPTY CONDUIT(S) AND PULL STRING(S). 3. UTILIZE EXISTING 400A DISCONNECT. VERIFY DISCONNECT IS INSTALLED WITH 400A FUSES. FIELD COORDINATE AND REPLACE AS NEEDED. 4. NEW PANEL TO BE FED FROM EXISTING FEEDER. EXISTING UTILITY XFMR 208Y/120V 3PHAW EXIST EXISTING MAIN DISC #1 OF 1 1200A 65kAIC NEMA-3R 208/120V 3PHAW EXIST EXTERIOR I SAGE DENTAL EXISTING WIRE TROUGH EXIST. EXISTING: 4#600KCMIL, 1#3G - 3-1/2" C. O EXIST. DISC. O 35kAIC 35kAIC 400A EXIST. 42kAIC NEW NEW PANEL PANEL PANEL 100A MCB O NEMA-3R O 400A MLO IOOA MLO "H,� "Pill „P2„ NEMA-3R 208/120V 3PH/4W 42kAIC EXISTING: 4#500KCMIL, 1#1/OG - 3-1/2"C. nnn NEMA-1 NEMA-1 208/120V 208/120V 3PHAW 3PHAW NEW: 4#2, 1#8G - 1 1/4"C. INTERIOR I---------------------J III L------------ Ilt III IL-------------------------------L L-II I -------------------------------------I ELECTRICAL ONE -LINE DIAGRAM E-003 SCALE: NTS LIGHTING FIXTURE SCHEDULE LAMP DATA FIXTURE BALLAST DATA # TYPE # TYPE MARK MANUFACTURER CATALOG NUMBER VOLTS WATTS MOUNTING DESCRIPTION B COLUMBIA LCAT22-35VL-EDU 1 LED, 4398 LUMENS, 3500K 120 V 39 W 1 DIMMING RECESSED 2X2 RECESSED TROFFER BE COLUMBIA LCAT22-35VL-EDU-ELL14 1 LED, 4398 LUMENS, 3500K 120 V 39 W 1 DIMMING RECESSED 2X2 RECESSED TROFFER W/ BATTERY BACKUP C COOPER- FSP224235CA080 1 LED, 4200 LUMENS, 3500K 120 V 39 W 1 DRIVER RECESSED SEALED 2X2 TROFFER - CLEAN ROOM FAIL-SAFE EM SIGNTEX MUEBBlOW-SB120 1 LED 120 V low 1 DRIVER VARIES EXTERIOR SECURITY/EGRESS LIGHT W/ BATTERY BACKUP EM2 SIGNIFY PLACEM 1 LED 120 V 6 W 1 DRIVER WALL EXTERIOR SECURITY/EGRESS LIGHT W/ BATTERY BACKUP F1 PHILIPS - DAY FSSEZ440L840-UNV 1 LED, 4000 LUMENS, 4000K 120 V 32 W 1 DIRVER CHAIN 4' LINEAR PENDANT BRITE HUNG F1 E PHILIPS - DAY FSSEZ440L840-UNV-EMLED 1 LED, 4000 LUMENS, 4000K 120 V 32 W 1 DIRVER CHAIN 4' LINEAR PENDANT W/ BATTERY BRITE I HUNG BACKUP F2 PHILIPS - DAY FSS230L840-UNV 1 LED, 3000 LUMENS, 4000K 120 V 20 W 1 DIRVER VARIES 2' LINEAR STRIP. PROVIDE MOUNTING BRITE ACCESSORIES AS REQUIRED. F3 COOPER- 2RBG6-SL1-L8SCT3 1 LED, SELECTABLE 120 V 20 W 1 DIMMING RECESSED 2' LINEAR STRIP METALUX LUMENS/CCT L1 PHILIPS - P6R15NZ10UVBEM / 1 LED, 1500 LUMENS, 3500K 120 V 15 W 1 DIMMING RECESSED 6" RECESSED DOWNLIGHT LIGHTOILER P6RD835VB L1E PHILIPS - P6R15NEMZ10UVBEM / 1 LED, 1500 LUMENS, 3500K 120 V 15 W 1 DIMMING RECESSED 6" RECESSED DOWNLIGHT W/ LIGHTOILER P6RD835VB BATTERY BACKUP P PROGRESS P500065-009-30 1 LED, 581 LUMENS, 3000K 120 V 9 W 1 DIMMING PENDANT DECORATIVE PENDANT X1 COLUMBIA CELS1 RNE 1 LED 120 V 3 W 1 DRIVER VARIES EXIT SIGN - CLEAR GLASS W/ RED LETTERING LIGHTING FIXTURE SCHEDULE NOTES: 1. CATALOG NUMBERS AND MANUFACTURERS ARE TO INDICATE TYPE AND QUALITY OF FIXTURE DESIRED. SUBMIT CUTSHEETS OF ALTERNATE MANUFACTURERS FOR ARCHITECT AND OWNER APPROVAL PRIOR TO PURCHASE OF ANY FIXTURES. 2. ALL FLUORESCENT LAMPS SHALL BE ENERGY SAVING TYPE. 3. ALL INCANDESCENT LAMPS SHALL BE 130V RATED. 4. ALL INDOOR LINEAR FIXTURES SHALL BE EQUIPPED WITH A BALLAST DISCONNECT IN COMPLIANCE WITH NEC 410.130(G). 5. ALL INTERIOR FIXTURES SHALL BE 3500-K, 80 CRI MIN LION. 6. ALL EXTERIOR FIXTURES SHALL BE 4000°K, 70 CRI MIN LION. 7. ALL INCANDESCENT LAMPS UTILIZING A-19 BASES SHALL BE PROVIDED WITH CREE 9-WATT A-19 270OK/83CRI DIMMABLE LED LAMPS TO ENSURE ENERGY CODE. CANDELABRA SCREW (E12) BASE FIXTURES SHALL BE PROVIDED WITH PHILIPS CANDLE 4.5W DIMMABLE LED 270OK/80CRI. THE FIXTURE SHALL BE LABELED WITH LED WATTAGE AND SHALL BE THE MAXIMUM WATTAGE FOR THE FIXTURE. VOLTAGE: 120/208 Wye PH: 3 WIRE: 4 PANEL. P1 ENCLOSURE: NEMA 1 BUSSING: 400 A CU ROOM: MOUNTING: RECESSED MAINS: 400 A MLO BRACING: 35kAIC INCOMING: TOP FROM: LOAD PER PHASE GROUND BAR DESCRIPTION POLE CONT CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND WIRE CONDUIT CONT POLE DESCRIPTION WATER HEATER 2 1/2 10 10 30 A 1 2.3 0.0 2 - 20 A -- -- -- - 1 SPARE 3 2.3 10.0 4 100 A 8 2 1-1/4 3 P2 DENTAL CHAIR TR #1 1 1/2 12 12 20 A 5 1.2 11.6 6 DENTAL CHAIR TR #2 1 112 12 12 20 A 7 1.2 7.6 8 TREATMENT #1 REC 1 112 12 12 20 A 9 0.9 1.0 10 20 A 12 1 12 1/2 1 BAY 1-2 X-RAY TREATMENT #2 REC 1 1/2 12 12 20 A 11 0.9 1.0 12 20 A 12 12 1/2 1 BAY 3-5 X-RAY TREATMENT #1 REC 1 1/2 12 12 20 A 13 0.7 1.0 14 20 A 12 12 1/2 1 BAY 4-6 X-RAY TREATMENT #2 REC 1 1/2 12 12 20 A 15 0.7 1.0 16 20 A 12 12 1/2 1 BAY 7-8 X-RAY TREATMENT #1 X-RAY 1 1/2 12 12 20 A 17 1.0 1.2 18 20 A 12 12 1/2 1 DENTAL CHAIR BAY #1 TREATMENT #2 X-RAY 1 1/2 12 12 20 A 19 1.0 1.2 20 20 A 12 12 1/2 1 DENTAL CHAIR BAY #2 BAY #1 REC 1 1/2 12 12 20 A 21 0.7 1.2 22 20 A 12 12 1/2 1 DENTAL CHAIR BAY #3 BAY #2 REC 1 1/2 12 12 20 A 23 0.9 1.2 24 20 A 12 12 1/2 1 DENTAL CHAIR BAY #4 BAY #3 REC 1 1/2 12 12 20 A 25 0.7 1.2 26 20 A 12 12 1/2 1 DENTAL CHAIR BAY #5 BAY #4 REC 1 1/2 12 12 20 A 27 0.9 1.2 28 20 A 12 12 1/2 1 DENTAL CHAIR BAY #6 BAY #5 REC 1 1/2 12 12 20 A 29 0.9 1.2 30 20 A 12 12 1/2 1 DENTAL CHAIR BAY #7 BAY #6 REC 1 1/2 12 12 20 A 31 0.7 1.2 32 20 A 12 12 1/2 1 DENTAL CHAIR BAY #8 BAY #7 REC 1 1/2 12 12 20 A 33 0.7 5.3 34 60 A 10 6 1 3 RTU-A BAY #8 REC 1 1/2 12 12 20 A 35 0.9 5.3 36 RTU-B 3 1 6 10 60 A 37 5.3 5.3 38 39 5.3 0.0 40 - -- - -- -- -- -- SPACE 41 5.3 0.0 42 -- -- - -- - -- -- SPACE SPARE 1 -- - - - 20 A -- 43 0.0 0.0 44 - - - -- - - SPACE SPARE 1 - - - - 20 A -- 45 0.0 0.0 46 - -- - -- - - - SPACE SPARE 1 -- - - - 20 A -- 47 0.0 0.0 48 -- - - -- - - -- SPACE SPARE 1 - -- - 20 A -- 49 0.0 0.0 50 -- - - -- -- -- -- SPACE SPARE 1 - - - - 20 A -- 51 0.0 0.0 52 -- - -- - - -- SPACE SPACE -- - - -- -- -- 53 0.0 0.0 54 - -- -- - - -- SPACE SPACE -- - - - - -- -- 55 0.0 0.0 56 - - - -- - - SPACE SPACE -- - - - - -- 57 0.0 0.0 58 -- - -- -- - - - SPACE SPACE - - -- - -- -- 59 1 1 0.0 0.0 60 - - - -- - -- -- SPACE TOTAL PANEL LOAD (KVA10): 29.5 1 31.3 32.6 TOTAL CONNECTED KVA: 93.4 PANEL NOTES (ALSO SEE GENERAL PANEL NOTES THIS SHEET) : CONN LOAD DEM FACT DEM LOAD LIGHTING LOAD 4.4 kVA 1.25 5.5 kVA RECEPTACLE LOAD 35.3 kVA NEC 22.7 kVA HVAC LOAD 32.0 kVA 1.00 32.0 kVA EQUIPMENT LOAD 21.7 kVA 1.00 21.7 kVA * OCPD FEATURES: 1. GFCI BREAKER 2. AFCI BREAKER 3. RED LOCK -ON 4. LOCK -OFF I KITCHEN LOAD 0.65 TOTAL LOAD 93.4 kVA 81.9 kVA DEMAND AMPS 227.2 A CONTACTOR SCHEDULE MARK CONTROLLING TYPE CONTROL POLES CONTROLLED LC1 INTERIOR LIGHTING 30A, 12 POLE TIME-ON/TIME-OFF P2 - 4,6,8,10,12,14,16 NOTES: 1. CONTRACTOR SHALL CONFIRM PROGRAMMING SCHEDULES WITH OWNER. 2. ALL CONTACTORS SHALL BE ELECTRICALLY HELD. 3. 'LC1' SHALL HAVE 120V COILS AND BE MOUNTED WITH TIMECLOCKS IN NEMA 1 ENCLOSURES ADJACENT TO THE SERVING PANEL. 4. PROVIDE MANUAL OVERRIDE HAND/OFF/AUTO SWITCH, TO CONTROL ALL RELAYS. VOLTAGE: 120/208 Wye BUSSING: 100 A CU MAINS: 100 A MLO INCOMING: TOP PH: 3 WIRE: 4 ROOM: FROM: P1 PANEL. P2 LOAD PER PHASE ENCLOSURE: NEMA 1 MOUNTING: RECESSED BRACING: 35kAIC GROUND BAR DESCRIPTION POLE CONT CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND WIRE CONDUIT CONT POLE DESCRIPTION WATER FOUNTAIN 1 1/2 12 12 20 A 1 1 0.2 0.3 2 20 A 12 12 112 1 LTG -EQUIP. ROOM REC - WAITING 1 1/2 12 12 20 A 3 0.7 0.7 4 20 A 12 12 1/2 LC1 1 LTG - CORRIDOR REC - BUSINESS OFFICE 1 1/2 12 12 20 A 5 1.1 0.3 6 20 A 12 12 1/2 LC1 1 LTG - TREATMENT REC - BUSINESS OFFICE 1 1 1/2 12 1 12 20 A 7 1.1 0.6 8 20 A 12 12 1/2 LC1 1 LTG - BAY REC - BUSINESS OFFICE 1 1/2 12 12 20 A 9 0.7 0.2 10 20 A 12 12 1/2 LC1 1 1 LTG - WAITING REC - DATA 1 1/2 12 12 20 A 11 0.7 0.2 12 20 A 12 12 112 LC1 1 LTG -FRONT DESK REC - BREAK ROOM 1 1/2 12 12 20 A 1 13 0.5 0.1 14 20 A 12 12 1/2 LC1 1 LTG - FRONT DESK REC - MICROWAVE 1 1/2 12 12 20 A 15 1.2 0.2 16 20 A 12 12 1/2 LC1 1 LTG - STORAGE REC - OFFICE 1 1/2 12 12 20 A 17 0.5 0.8 18 20 A 12 12 1/2 1 LTG - LAB REC - OFFICE 1 1/2 12 12 20 A 19 0.5 0.0 20 20 A 12 12 1/2 1 TIMECLOCK REC - BREAK ROOM 1 1/2 12 12 20 A 21 0.7 1.0 22 20 A 12 12 1/2 2 VACUUM SYS. HAND DRYER 1 1/2 12 12 20 A 23 0.5 1.0 24 HAND DRYER 1 1/2 12 12 20 A 25 0.5 4.0 26 50 A 10 6 1 2 AIR COMPRESSOR REC - STERIL. 1 1/2 12 12 20 A 27 0.9 4.0 28 REC - STERIL. 1 1/2 12 12 20 A 29 0.5 0.4 30 20 A 12 12 1/2 1 REC - PANO REC - LAB 1 1/2 12 12 20 A 31 0.9 0.5 20 A 12 12 1/2 1 REC -STORAGE REC - CORRIDOR 1 1/2 12 12 20 A 33 0.9 0.1 20 A 12 12 1/2 1 MED GAS FAN REC- PANO 1 1/2 12 12 20 A 35 0.2 1.2 20 A 12 12 1/2 1 SIGN REC - SHOW WINDOW 1 1/2 12 12 20 A 37 0.4 0.4 d40 20 A 12 12 1/2 1 REC - STORAGE LTG/REC - RR 1 1/2 12 12 20 A 39 0.3 0.0 - 20 A - - - - 1 SPARE LTG/REC - RR 1 1/2 12 12 20 A 41 0.3 0.0 - 1 20 A I - _ _ I_ 1 ISPARE TOTAL PANEL LOAD (KVA/0): TOTAL CONNECTED KVA: 10.0 11.6 29.2 7.6 PANEL NOTES (ALSO SEE GENERAL PANEL NOTES THIS SHEET) : * OCPD FEATURES: 1. GFCI BREAKER 2. AFCI BREAKER 3. RED LOCK -ON 4. LOCK -OFF LIGHTING LOAD RECEPTACLE LOAD HVAC LOAD EQUIPMENT LOAD KITCHEN LOAD CONN LOAD 4.4 kVA 13.6 kVA 11.2 kVA DEM FACT DEM LOAD 1.25 5.5 kVA NEC 11.8 kVA 1.00 1.00 11.2 kVA 0.65 TOTAL LOAD DEMAND AMPS 29.2 kVA 28.5 kVA 79.1 A �A*�*# MCVEIGH&MANGUM ENGINEERING • INC Atlanta • Charlotte • Jacksonville • Raleigh www.MeVeighMangum.com 1955 Lake Park Drive SE, Suite 325 Smyrna, Georgia 30080 Ph: (678) 213-1616 email: mail@McVeighMangum.com PEF005182 Eng. of Record:LADD D. MARKS, P.E. License No.:58264 IMF AN R A N D A L L P A U L S 0 N a r c t e c t Boswell Mill 85-A Mill Street, Suite 200 Boswell, Georgia 30075 t 770.650.7550 f 770.650.1559 e-mail architects9randallpaulson.com F; i I These plans and specifications are to property of Raodall•Paulson Architects, Incorporated. these documents may not he copied, reproduced, used or implemented in anyway, in part or in whole, without the written consent of Randall -Poulson Architects, Incorporated. All common lam rights of copyright are horehy specifically reserved. TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record FOR Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title ELECTRICAL RISER & SCHEDULES Sheet No. Em003 Released for Construction ❑ Not Released for Construction TO Rb 1,011 A E,A'111, DOOR 4"0 r EFIL ED IN, DOO TO SHIFTDOVIN EXT, DOOM & FILLED 'IN ................................. kT z TO REx1-v Al-.. Z° EXISTING COLUMN TO REMAIN, ELECTRICAL DEMOLITION PLAN SCALE: 1/4" = V-0" ET . DOOR TO BE LOCKED HUT PERMANENTLY DEMOLITION NOTES: 1. THE ELECTRICAL CONTRACTOR SHALL REMOVE ALL CONDUIT, WIRE AND BOXES ASSOCIATED WITH THE DEMOLITION OF THIS AREA. 2. ALL ABANDONED FLUSH JUNCTION BOXES SHALL HAVE BLANK COVERS INSTALLED. WHERE OUTLET BOXES ARE BELOW FINISHED CEILING, PROVIDE BLANK IVORY COVER PLATE. 3. ALL ABANDONED BRANCH CIRCUITS SHALL HAVE THE CONDUCTORS REMOVED. 4. IN GENERAL ALL EXISTING OUTLETS, DEVICES ETC., ON WALLS OR CEILINGS BEING REMOVED SHALL BE REMOVED WHETHER INDICATED OR NOT. REMOVE ALL CONDUIT BACK TO THE NEAREST CONCEALED JUNCTION BOX. 5. WHERE EXISTING HOMERUNS AND ASSOCIATED WIRING ARE NOTED TO BE REUSED EXTRA CARE SHALL BE TAKEN TO INSURE THAT THESE EXISTING RUNS SHALL REMAIN AFTER THE DEMOLITION PHASE HAS BEEN COMPLETED. OKEYED NOTES: 1. DEMOLISH ALL EXISTING LIGHTING FIXTURES UNLESS NOTED OTHERWISE. REMOVE CONDUIT AND WIRES. 2. DEMOLISH ALL RECEPTACLES AND WIRING DEVICES REMOVE CONDUIT AND WIRES. 3. EXISTING ELECTRICAL EQUIPMENT TO REMAIN. SEE ONE -LINE DIAGRAM. P *�** MCVEIGH&MANGUM ENGINEERING INC Atlanta • Charlotte • Jacksonville Raleigh www.McVeighMangum.com 1955 Lake Park Drive SE, Suite 325 Smyrna, Georgia 30080 Ph: (678) 213-1616 email: mail@McVeighMangum corn PEF005182 Eng. of Record:LADD D. MARKS, P.E. License No.:58264 RA N D" A L PA U L S 0" N r c h i t e c t Roswell Mill 05-A Mill Street, Suite 200 Roswell, Georgia 30075 t 770650.7550 f 770.650.7559 e-mail architects@raudallpaulson.com These plans and specifications are to properly of Randall -Paulson Architects, locorporated. These documents may not be copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of Randall•Paulsorr Architects, Incorporated. All common law rights of copyright are hereby specifically resolved, TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title ELECTRICAL DEMOLITION PLAN GENERAL NOTES: 1. PER FBC ENERGY CONSERVATION SECTION 408.3; PRIOR TO PASSING FINAL INSPECTION, THE DESIGN PROFESSIONAL SHALL PROVIDE EVIDENCE THAT THE LIGHTING CONTROL SYSTEMS HAVE BEEN TESTED TO ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTRUCTIONS. FUNCTIONAL TESTING SHALL BE IN ACCORDANCE WITH SECTIONS C408.3.1 AND C408.3.1.2 THROUGH C408.3.1.3 FOR APPLICATION CONTROL TYPE. 2. PER FBC ENGERY CONSERVATION SECTION C405.6.4: ALL DRAWINGS AND OPERATING/MAINTENANCE MANUALS SHALL BE PROVIDED TO THE OWNER. 3. PER FBC ENGERY CONSERVATION SECTION C408.3.2: ALL DOCUMENTS CERTIFYING THAT THE INSTALLED LIGHTING CONTROLS MEET DOCUMENTED PERFORMANCE CRITERIA OF SECTION C405 ARE TO BE PROVIDED TO THE OWNER. 4. PER NEC 517.13 (2020), ALL BRANCH CIRCUITS SERVING PATIENT CARE AREAS (TREATMENT ROOMS AND BAY AREAS), SHALL BE PROVIDED WITH AN EFFECTIVE GROUND —FAULT CURRENT PATH BY INSTALLATION IN A METAL RACEWAY SYSTEM OR A CABLE HAVING A METALLIC ARMOR OR SHEATH ASSEMBLY. TO BE LOCKED "ERMANENTLY ELECTRICAL LIGHTING PLAN SCALE: 1/4" = V-0" OKEYED NOTES: 1. PROVIDE NEW 7—DAY, ASTRONOMICAL TIMECLOCK, PROVIDE ADDITIONAL CONTACTOR AS REQUIRED FOR NEW LIGHTING CIRCUITS. 2. PROVIDE LIGHTING CONTACTOR OVERRIDE SWITCH. COORDINATE FINAL LOCATION WITH OWNER AND ARCHITECT. 3. CONNECT LIGHTING TO GFI RECEPTACLE IN THIS SPACE. WIRE LIGHTING LINE SIDE (AHEAD) OF RECEPTACLE. 4. PROVIDE CEILING MOUNTED SPEAKER BACK BOX. PROVIDE RATED SPEAKER WIRE AND TIE INTO AUDIO SYSTEM. 0 *�# MCVEIGH GUM ENGINEERING INC Atlanta • Charlotte • Jacksonville Raleigh www.McVeighMangum.com 1955 Lake Park Drive SE, Suite 325 Smyrna, Georgia 30080 Ph: (678) 213-1616 email: mail@McVeighMangum.com PEF005182 Eng. of Record:LADD D. MARKS, P.E. License No.:58264 R A N D A L L 0 A U L S 0 N r C i t 0 C t S Roswell Mill 05-A Mill Streets Suite 200 Roswell, Georgia 30975 t 770.650.1550 f 770.650.7559 e-mail architects@randallpaulson.com '/ 1 In t' r 10. These plans and specifications are the property of Randall -Paulson Architects, Incorporated. These documents may not he copied, reproduced, used or implemented in any way, in part grin whole, without the written consent of Randall -Paulson Architects, Incorporated. All common law rights of copyright are hereby specifically reserved. TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record PERMIT Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title LIGHTING PLAN Sheet No. Eml 00 Released for Construction ❑ Not Released for Construction GFI P1—XX ,.... P1—XX TYPICAL TREATMENT ROOM SCALE: 1/4" = V-0" EXISTING MAIN DISCONNECT #1 OF 1 i i L_ EXIST. WIRE TROL EXIST. Pf EXIST. UTILITY MET[ EXIST. 400A DISCONNE, L 2 TYPICAL BAY E-200 SCALE: 1/4" = V-0" ELECTRICAL POWER PLAN SCALE: 1/4" = V-0" GENERAL NOTES: 1. COORDINATE WITH ARCHITECTURAL ELEVATIONS FOR ALL RECEPTACLE AND DATA OUTLET MOUNTING HEIGHTS AND EXACT LOCATIONS PRIOR TO INSTALLATION. 2. PER NEC 517.13 (2020), ALL BRANCH CIRCUITS SERVING PATIENT CARE AREAS (TREATMENT ROOMS AND BAY AREAS), SHALL BE PROVIDED WITH AN EFFECTIVE GROUND —FAULT CURRENT PATH BY INSTALLATION IN A METAL RACEWAY SYSTEM OR A CABLE HAVING A METALLIC ARMOR OR SHEATH ASSEMBLY. 3. PER NEC 406.12 (2020), ALL 15A AND 20A, 125V AND 250V NON —LOCKING TYPE RECEPTACLES SHALL BE SPECIFIED AS TAMPER RESISTANT. 4. X—RAY SPECIFICATION BY OTHERS. REFER TO MANUFACTURER REQUIREMENTS FOR X—RAY DISCONNECTING MEANS. ❑# KEYED NOTES: 1. FOR EACH FLOOR RECEPTACLE AT DENTAL CHAIR, TRENCH FROM CLOSEST WALL AND PROVIDE RECESSED FLOOR BOX WITH FLUSH BRASS COVER PLATE. COORDINATE WITH ARCHITECT FOR EXACT LOCATIONS. 2. NEW SWITCH TO COMPRESSOR AND VACUUM MOUNTED AT 24" CENTERED BETWEEN EQUIPMENT. RECEPTACLES FOR EQUIPMENT SHALL BE LOCKING TYPE. 3. CONTRACTOR TO CONFIRM NEW COMPRESSOR AND VACUUM SYSTEM MODEL NUMBERS WITH SAGE DENTAL PRIOR TO ORDER AND INSTALLATION. 4. NOT USED. 5. PROVIDE LOW —VOLTAGE SWTCH PANEL FOR NEW VACUUM SYSTEM AND AIR COMPRESSOR. 6. PROVIDE POWER FOR SIGNAGE. CONNECT TO TIMECLOCK. 7. PROVIDE DATA CONNECTION, OUTLET LOCATED ABOVE CEILING. 8. POWER FOR HAND DRYER. COORDINATE MOUNTING HEIGHT WITH MANUFACTURER REQUIREMENTS. 56,264 Z` e SATE OF �A*�** MCVEIGH &JAANGUM ENGINEERING INC Atlanta • Charlotte • Jacksonville Raleigh www.McVeighMangum.com 1955 Lake Park Drive SE, Suite 325 Smyrna, Georgia 30080 Ph: (678) 213-1616 email: mail@McVeighMangum.com PEF005182 Eng. ofRecord:LADD D. MARKS, P.E. LicenseNo.:58264 R A N D A L L P A U :L S 0 N a r c h i t e c t s Roswell MITI 85-A Mill Street, Suite 200 Roswell, Georgia 30075 010.650.7558 f 110.650.1559 e-mail architects@randallpaulson.com These plans and specifications are the property of flandall-Paulson Architects, Incorporated, These documents may not be copied, reproduced, used or implemented in any way, in part or in wbola, without the written consent of Randall -Paulson Architects, Incorporated, All common law rights of copyright are hereby specifically reserved. TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title POWER PLAN Sheet No. Em200 Released for Construction ❑ Not Released for Construction PLUMBING FIXTURE DEMAND TABULATION Project Name:SAGE DENTAL BUILDING TYPE: NEW Project No.: 212028 PREDOMINANTLY: FLUSH TANK Date: ;6/7/20211 16:30 FIXTURE DESCRIPTION OCCUPANCY QTY. DRAINAGE SUB- LOAD VALUES IN WATER (EACH) LOAD VALUES IN WATER (TOTAL) Remarks FIXTURE TOTAL SUPPLY FIXTURE UNITS (WSFU) SUPPLY FIXTURE UNITS (WSFU) UNITS COLD HOT TOTAL COLD HOT TOTAL WC-1A WATER CLOSET PUBLIC 2 4 8 5 0 10 10 0 20 L-1 LAVATORY PUBLIC 2 1 2 1.5 1.5 2 3 3 4 S-1 SINK PUBLIC 1 1 1 1.5 1.5 2 1.5 1.5 2 S-2 SINK PUBLIC 1 1 1 1.5 1.5 2 1.5 1.5 2 S-3 SINK PUBLIC 4 1 4 1.5 1.5 2 6 6 8 S4 SINK PUBLIC 3 1 3 1.5 1.5 2 4.5 4.5 6 MS-1 MOP SINK PUBLIC 1 1 3 3 1.5 1.5 2 1.5 0 2 TOTALS DFU = DRAINAGE FIXTURE UNITS WSFU = WATER SUPPLY FIXTURE UNITS 22 DFU EIGHTH INCH SLOPE PER FOOT 3 DIAMETER OF PIPE (INCHES) 28 16.5 44 22.6 18.2 27.4 1.5 1.5 2 WSFU GPM INCHES REQ'D. PLUMBING FIXTURE SCHEDULE EQUIP. NO. MANUFACTURER MODEL NO. DESCRIPTION CW HW WASTE VENT NOTES EWC-1 ELKAY VRC8(FR)S ELECTRIC WATER COOLER W/BASINS (BARRIER FREE) 1/2" - 1 1/2" 1 1/2" 8.0 GPH CAPACITY, 370 RATED WATTS, 5.0 F.L.A., 120-1-60. VITREOUS CHINA WALL -HUNG LAVATORY (HANDICAP) FAUCET - KOHLER K-394-4, LEVER HANDLES, 0.5 GPM L-1 KOHLER K-5027-8 TRAP - 1 1/4" CAST BRASS WITH C.O. PLUG SUPPLY - 3/8" ANGLE -TYPE WITH STOPS 1/2" 1/2" 1 1/2" 1 1/2" PROVIDE OFFSET TAILPIECE INSULATE TRAP OUTLET & HW SUPPLY TO MEET A.D.A. MS-1 FIAT TSB-500 32"x32" MOLDED STONE FLOOR MOUNTED MOP BASIN W/STAINLESS STEEL GUARDS 1/2" 1/2" 3" 2" FAUCET - FIAT 830 AA W/VACUUM BREAKER, INTEGRAL STOPS, ADJ. WALL BRACE, PAIL HOOK & 3/4" HOSE TREAD ON SPOUT SINGLE -COMPARTMENT, 4" CENTER 2-HOLE, 18-GAUGE 304 STAINLESS STEEL SELF -RIMMING, FULLY COATED UNDERSIDE; S-1 KOHLER K3894-NA FAUCET WITH SWIVEL GOOSENECK SPOUT WITH WRIST BLADE HANDLES. INSTALL PER ADA REQUIREMENTS. PROVIDE 1/2" 1/2" 1 1/2" 1 1/2" CHROME -PLATED P-TRAP, ANGLE STOPS, AND BRAIDED FLEXIBLE SUPPLY HOSES. DAYTON SINGLE COMPARTMENT, 25X22 20-GAUGE 304 STAINLESS STEEL SELF -RIMMING, FULLY COATED UNDERSIDE; PROVIDE CHROME S-2 ELKAY DPM-SR-12722P PLATED LOOSE KEY ANGLE STOP, ESCUTCHEON, P-TRAP AND SUPPLIES. INSTALLED PER ADA ACCESSIBILITY; TRUEBRO LAV 1/2" 1/2" 1 1/2" 1 1/2" D 4-HOLE GUARD UNDERSINK PROTECTIVE COVERS FOR P-TRAP AND ANGLE VALVE ASSEMBLIES MODEL 102. LKAD18 GRID DRAIN WITH (SIDE -SPRAY) OFFSET TRAP. S-3 DENTAL SINK FIXTURE BY OWNER DENTAL STATION WITH INTEGRAL SINK. COORDINATE WITH ARCHITECTUAL PLANS AND DETAIL. 1/2" 1/2" 1 1/2" 1 1/2" DAYTON #K-11515 SINGLE COMPARTMENT, 15X15, 20-GAUGE 304 STAINLESS STEEL SELF -RIMMING, FULLY COATED UNDERSIDE; PROVIDE CHROME S-4 ELKAY NSTAINLESS PLATED LOOSE KEY ANGLE STOP, ESCUTCHEON, P-TRAP AND SUPPLIES. INSTALLED PER ADA ACCESSIBILITY; TRUEBRO LAV 1/2" 1/2" 1 1/2" 1 1/2" STEEL SINK GUARD UNDERSINK PROTECTIVE COVERS FOR P-TRAP AND ANGLE VALVE ASSEMBLIES MODEL 102. FULL SIZE GRID DRAIN BOWL: (ADA) VITREOUS CHINA, FLOOR MOUNTED, TOP SPUD, FULLY GLAZED TRAP WAY, SIPHON JET ACTION FLUSH AND WCAA KOHLER K-4405 ELONGATED BOWL. VALVE: MANUAL BRONZE BODY, ACCESSORIES SHALL INCLUDE VACUUM BREAKER, ANGLE STOP, CHECK 1/2" - 4" 2" VALVE AND ESCUTCHEON. SEAT: EXTRA HEAVY WEGIHT PLASTIC, OPEN FRONT LESS COVERINTEGRALLY MOULDED BUMPERSM BOLT CAPS AND STAINLESS STEEL HINGE. NOTE: 1. PROVIDE MIXING VALVE AT EYEWASH EQUAL TO BRADLEY S59-4000A WATER HEATER SCHEDULE TEMPERATU 0 ELECTRIC POWER LOCATION MINIMUM STORAGE CAPACITY MINIMUM RECOVERY CAPACITY SUPPLY (V/O/HZ) TYPE MARK DISC. ELEMENT Manufacturer (GAL) (GPH) INPUT (kW) NOTES EWH-1 AO SMITH MECHANICAL 30 23 140 4.5 208-1-60 1 NOTE: 1. PROVIDE WATER CIRCULATION PUMP EQUAL TO TACO MODEL 006B, 3 GPM@ 9FT/HD. PIPE MATERIAL LIST: 1. SANITARY, WASTE, AND VENT PIPING: FITTINGS SHALL BE LONG RADIUS FITTINGS, EXCEPT FITTINGS IN VENT PIPING MAY BE SHORT RADIUS FITTINGS. CONTRACTOR OPTIONS: A. BELOW GRADE: CAST IRON, ASTM A74, STANDARD, SINGLE HUB, COATED. B. ABOVE GRADE: CAST IRON, NO HUB, CISPE STANDARD 301. C. ABOVE AND BELOW GRADE: PVC, SCHEDULE 40, MEETING ASTM D1785. 2. DOMESTIC WATER PIPING: A. BELOW GRADE: TYPE K, COATED WITH COAL TAR SHELLAC. B. ABOVE GRADE: TYPE L. C. ABOVE AND BELOW GRADE UP TO 1 1/4": CPVC MEETING ASTM D2846. D. ABOVE AND BELOW GRADE 1 1/2" AND LARGER: CPVC SCHEDULE 80 MEETING ASTM F441 AND ASTM F439. E. EXTERIOR DOMESTIC WATER PIPING: PVC, SCHEDULE 40 MEETING ASTM D1785. 3. COMPRESSED -AIR PIPING: A. PIPING 3" AND SMALLER: TYPE L, COPPER MEDICAL GAS TUBE; WROUGHT -COPPER FITTINGS; AND BRAZED JOINTS B. PIPING LARGER THAN 3": TYPE K, COPPER TUBE; WROUGHT -COPPER FITTINGS; AND BRAZED JOINTS. 4. DENTAL VACUUM PIPING: A. ASTM B 88, TYPE M, SEAMLESS, DRAWN TEMPER COPPER WATER TUBE, WROUGHT -COPPER FITTINGS, AND BRAZED JOINTS. PLUMBING TESTING AND DISINFECTING: 1. TESTING: A. SOIL, WASTE, VENT SYSTEM: 1. TEMPORARILY PLUG ALL OUTLETS. 2. FILL LINES WITH WATER TO THE ROOF LEVEL. 3, ALLOW TO REMAIN FULL FOR 24 HOURS. B. WATER SYSTEM: 1. TEST AT 150 PERCENT OF DESIGN PRESSURE, BUT NOT LESS THAN 100 PSIG. 2. ALLOW PRESSURE TO REMAIN ON LINE FOR 24 HOURS. C. REPAIR ALL DETECTABLE LEAKS IN PIPING SYSTEMS 2. DISINFECTION OF DOMESTIC WATER SYSTEM: A. DISINFECT DOMESTIC WATER SYSTEM AFTER APPROVAL OF TEST RESULTS AND PIPING INSTALLATION BY BUILDING OFFICIAL. B. PRIOR TO SUBSTANTIAL COMPLETION STERILIZE PIPING SYSTEM IN ACCORDANCE WITH LOCAL PLUMBING CODE REQUIREMENTS. C. DELIVER CERTIFICATION TO BUILDING OFFICIAL. PLUMBING GENERAL NOTES 1. IN THE PREPARATION OF THESE PLANS, THE ENGINEER HAS USED CERTAIN ABBREVIATIONS, CONVENTIONS, AND SYMBOLS, THE MEANING OF WHICH ARE ILLUSTRATED AND EXPLAINED WITHIN THE LEGEND. 2. PLANS ARE DIAGRAMMATIC ONLY. THEY ARE INTENDED TO INDICATE CAPACITY, SIZE, LOCATION, DIRECTION AND GENERAL ARRANGEMENT, BUT NOT EXACT DETAILS OF CONSTRUCTION. THE FACT THAT ONLY CERTAIN FEATURES OF THE INSTALLATION ARE INDICATED MUST NOT BE TAKEN TO MEAN THAT OTHER FEATURES WILL NOT BE REQUIRED. 3. COORDINATE WITH THE OTHER TRADES TO ENSURE THAT EACH TRADE SHALL HAVE SUFFICIENT SPACE TO INSTALL THEIR EQUIPMENT (DUCTWORK, PIPING, ELECTRICAL WORK, ETC.). 4. ONCE THE PIPING HAS ENTERED EACH UNIT FROM BELOW THE FLOOR SLAB, PIPING SHALL BE RUN ABOVE THE CEILING IN EACH UNIT UNLESS NOTED OR INDICATED OTHERWISE. 5. VERIFY ALL DIMENSIONS FROM ARCHITECTURAL PLANS AND FIELD DIMENSIONS. 6. ALL RISES AND DROPS IN PIPING ARE NOT NECESSARILY SHOWN. 7. PROVIDE STOP OR ANGLE VALVES ON EACH WATER CONNECTION TO EACH PLUMBING FIXTURE. 8. PROVIDE ALL STRUCTURAL MEMBERS, SUPPORT BRACKETS, FLASHING, HARDWARE, ETC. REQUIRED TO INSTALL A COMPLETE SYSTEM. 9. PROVIDE CHROME PLATED ESCUTCHEON PLATES AT ALL EXPOSED WALL PENETRATIONS AND CEILING PENETRATIONS. 10. PROVIDE CLEANOUTS ON SANITARY LINES AND CONDENSATE DRAIN LINES AS REQUIRED BY CODE. 11. PROVIDE ACCESS PANELS FOR ALL SHUT-OFF VALVES LOCATED ABOVE GYPSUM BOARD CEILINGS. COORDINATE WITH GENERAL CONTRACTOR. ABBREVIATIONS A/C ABOVE CEILING AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE BFF BELOW FINISHED FLOOR BFG BELOW FINISHED GRADE BTU BRITISH THERMAL UNIT CO CLEANOUT CONN CONNECTION CW COLD WATER DN DOWN DW DOMESTIC WATER DWV DRAIN WASTE VENT DFU DRAINAGE FIXTURE UNIT ED EQUIPMENT DRAIN EX EXISTING FU FIXTURE UNIT FL FLOOR FCO FLOOR CLEANOUT GPM GALLONS PER MINUTE GC GENERAL CONTRACTOR GCO GRADE CLEANOUT GW GREASE WASTE HW HOT WATER HWR HOT WATER RETURN IE INVERT ELEVATION IN INCHES MIN MINIMUM OST OVERFLOW STORM PC PLUMBING CONTRACTOR SAN or S SANITARY ST STORM V VENT VTR VENT TO ROOF WCO WALL CLEANOUT W WASTE WTR WATER WSFU WATER SUPPLY FIXTURE UNIT W/ WITH W/O WITHOUT GENERAL SYMBOLS PLAN OR DETAIL NO. SHEET NUMBER OKEYED NOTE TO PLAN QREVISION NUMBER N NORTH ARROW FIRE PROTECTION GENERAL NOTES PLUMBING SYMBOL LEGEND - - - COLD WATER PIPE - - - - - - - - HOT WATER PIPE - - HOT WATER RETURN PIPE - - EXISTING COLD WATER PIPE - - - EXISTING HOT WATER PIPE - - EXISTING HOT WATER RETURN PIPE FIRE - GREASE WASTE SOIL OR WASTE PIPE EXISTING SOIL OR WASTE PIPE STORM STORM SECONDARY - - - - - - - VENT PIPE - - - EXISTING VENT PIPE CHILLED WATER RETURN PIPE CHILLED WATER SUPPLY PIPE CONDENSER WATER PIPE COOLING WATER RETURN PIPE COOLING WATER SUPPLY PIPE O TURNED UP TURNED DOWN TEE, OUTLET DOWN tE TEE, OUTLET UP T&P TEMPERATURE AND PRESSURE RELIEF DRAIN PIPING ED EMERGENCY DRAIN PAN PIPING GATE VALVE PRESSURE RELIEF VALVE BALL VALVE FIXTURE PLUMBING FIXTURE DESIGNATION (UNDER LINED) CONNECT TO EXISTING DISCONNECT FROM EXISTING - DENTAL VACUUM - - - - - - - DENTAL COMPRESSED AIR ___ - ___ FILTERED WATER 1. FIRE PROTECTION WORK SHALL BE DESIGNED, INSTALLED, AND TESTED IN ACCORDANCE WITH NFPA 13, LATEST EDITION OR AS OTHERWISE ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 2. INCLUDE ANY INCIDENTAL APPARATUS, APPLIANCES, MATERIAL, LABOR AND SERVICES NECESSARY TO MAKE NEW WORK COMPLETE IN ALL RESPECTS AND FULLY READY FOR OPERATION. 3. PLANS ARE DIAGRAMMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL REQUIRED SYSTEM COMPONENTS. MAKE SUCH OFFSETS AN DEVIATIONS FROM WORK SHOWN ON THE DRAWINGS, AS MAY BE NECESSARY TO ACCOMMODATE THE ACTUAL SPACE CONDITIONS. 4. INSTALLER SHALL COORDINATE WITH ALL PLUMBING, HVAC, ELECTRICAL AND GENERAL WORK SO AS NOT TO CONFLICT IN LOCATION WITH OTHER TRADES UNDER THIS CONTRACT OR THAT MAY BE EXISTING. CONTRACTOR SHALL ADJUST PIPE ROUTE AS NECESSARY TO AVOID CONFLICTS WITH DUCTWORK, EQUIPMENT, LIGHTING, ETC. 5. INSTALLER SHALL NOT NOT OR MODIFY IN ANY WAY ANY STRUCTURAL MEMBER WITHOUT FIRST SECURING WRITTEN APPROVAL FROM THE ARCHITECT. 6. PIPE SIZES, ROUTING, AND SPECIFIC CONFIGURATION OF SYSTEMS ARE REQUIRED TO BE HYDRAULICALLY CALCULATED AND SHALL BE SUBMITTED TO THIS ENGINEER FOR REVIEW. 7. CONTRACTOR SHALL ARRANGE FOR, OBTAIN, AND BEAR THE COST OF NECESSARY PERMITS, BONDS, AND FEES. 8. ALL MATERIALS SHALL BE U.L. LISTED AND BEAR THE U.L. LABEL. 9. CONDITIONS SHOWN AS EXISTING (LOCATIONS, MATERIALS, ELEVATIONS, SIZES, ETC.) ARE BASED ON AVAILABLE EXISTING DATA AND SHOULD BE INTERPRETED TO BE APPROXIMATE. CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD. EXISTING CONDITIONS FOUND TO DEVIATE FROM THOSE SHOWN SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY UPON DISCOVERY. 10. PENETRATIONS THROUGH FIRE -RATED ASSEMBLIES, PENETRATIONS FOR PIPES, CONDUITS, OR OTHER PURPOSES THROUGH ASSEMBLIES (FLOORS, ROOFS, WALLS, PARTITIONS, ETC.) WITH A REQUIRED FIRE STOP MATERIAL FIRE SHALL BE U.L. LISTED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS TO MEET OR EXCEED THE FIRE RATING OF THE PENETRATED ASSEMBLY. 11. BEFORE SHUTTING OFF ANY SECTION OF THE FIRE PROTECTION SYSTEM TO MAKE ADJUSTMENTS OR ADDITIONAL CONNECTION, COORDINATE WITH THE OWNER AND NOTIFY THE AUTHORITY HAVING JURISDICTION. PLAN THE WORK CAREFULLY AND ASSEMBLE ALL MATERIALS TO ENABLE COMPLETION IN THE SHORTEST POSSIBLE TIME. WORK SHALL BE USED TO COMPLETION WITHOUT INTERRUPTION, AND PROTECTION SHALL BE RESTORED AS PROMPTLY AS POSSIBLE. 12. PROVIDE DEFLECTORS ON ELECTRICAL EQUIPMENT TO PREVENT WETTING PANELS. SPRINKLER PIPING SHALL NOT BE INSTALLED DIRECTLY ABOVE ELECTRICAL PANELS, TRANSFORMERS, ETC. 13. PROVIDE FLUSHING CONNECTION AT END OF SPRINKLER SYSTEM WHERE LAY -IN CEILING OCCURS. ALL SPRINKLER PIPING THAT REQUIRES CHANGE IN ELEVATION DUE TO COORDINATION OF ROUTING OF PIPING SHALL HAVE FLUSH CONNECTION AL ALL LOWER ELEVATIONS. THE SPRINKLER SYSTEM SHALL BE INSTALLED AS COMPLETELY DRAINABLE. 14. WHEN CONFLICTS OCCUR IN THE SPECIFICATIONS OR DRAWINGS, THE ITEM(S) OF GREATER QUANTITY OR HIGHER COST SHALL BE PROVIDED. 15. SPRINKLER HEADS IN MECHANICAL ROOMS SHALL BE COORDINATED WITH THE EQUIPMENT AND DUCTWORK. THE SPRINKLER CONTRACTOR SHALL COORDINATE HIS SHOP DRAWINGS WITH THOSE OF THE HVAC CONTRACTOR AND PROVIDE HEADS BETWEEN EQUIPMENT AND UNDER DUCTWORK AS REQUIRED BY CODE. ADDITIONAL SPRINKLERS SHALL BE PROVIDED UNDER ALL DUCTS AND OBSTRUCTIONS GREATER THAN 4 FEET IN WIDTH, AND AS OTHERWISE REQUIRED BY NFPA 13. 16. THE INSTALLED SHALL VISIT THE PROJECT SITE AND INSPECT ALL EXISTING CONDITIONS AFFECTING THE WORK. SUBMISSION OF HIS PROPOSAL SHALL BE CONSTRUED AS INDICATING SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT WILL BE MADE ON CLAIMS THAT ARISE FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 17. VERIFY THE EXACT LOCATION OF THE FIRE PROTECTION PIPING, FROM THE ACTUAL JOB SITE. ALL NEW PIPES ARE TO BE ROUTED TO AND/OR FROM VERIFIED LOCATIONS. TAPS, WHEN NOT PROVIDED BY THE PREVIOUS INSTALLER, SHALL BE PROVIDED BY THIS INSTALLER. 18. PROVIDE AND MAINTAIN TEMPORARY CONNECTIONS TO KEEP EXISTING FIRE PROTECTION SYSTEM IN SERVICE. ANY SERVICE INTERRUPTION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE. 19. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL TOOLS, APPLIANCES, SURPLUS MATERIAL, AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER. o-i/ ;Z 0.i� STATE OF ; W ZZ 'ONAL MicVEIGH&MANGUM ENGINEERING INC Atlanta - Charlotte • lacksonville Raleigh www.McVeighMangum com 1955 Lake Park Drive SE, Suite 325 Smyrna; Georgia 30080 Ph (678) 213-4616 email: mail@McVeighMangum.com PEF005182 Eng. of Record:KENNETH GONZALEZ License No.:61015 !R A N D A L L la r c h i t e c t s Roswell Mill 85-A Mill Street, Suite 200 Roswell, Georgia 39075 t 710.650.7558 f 710.650.1559 e-mail architects@?randalipaulson.com These plans and specifications are no property of Randall•Paulson Architects, Incorporated. These documents may not be copied, reproduced, used or implemented in any way, in part of in whole, Mtheutthe Written Consent of Randall-Paulsan Architects, Incorporated. All common law rights of copyright are hereby specifically reserved. TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title NOTES, LEGENDS, & SYMBOLS - - - � r :Ilr. ., u _ ,. I _.� . I -;- �, . ..�. �� ;i:•.r.l, -.l ,:�rir�ui 71 ��1-�ILC71�1� T%1 . 5 � .fit �q55 _f 1 DWV PLAN P-101 SCALE: 1/4" = V-0" (11 "0N S ULT r i }T, NIOUNTED E i , DOOR T LOCKED pyEA P f` O# KEYED NOTES: 1. CONNECT TO EXISTING SANITARY 2. PROVIDE PLASTER TRAP FOR LAB SINK 3. AIR ADMITTANCE VALVE. i- v i 1 -ATE OF ' w � ORIDP.'vN���AL flit � 6* �** MCV-E- I G H &MANGUM ENGINEERING INC Atlanta • Charlotte • Jacksonville Raleigh www.McVeighMangum. com 1955 Lake Park Drive SE, Suite 325 Smyrna, Georgia 30080 Ph: (678) 213-1616 email: mail@McVeighMangum.com PEF005182 Eng. of Record:KENNETH GONZALEZ LicenseNo.:61015 R A N D A L L P A U L S 0 R Roswell Mill 05-A Mill Street, Suite 200 Roswell, Georgia 30075 t 770.650.7550 f 770.659.7559 e-mail architects@?randallpaulson.com these plans and specifications are the property of Randall-Paulsau Architects, hino posted. these documents may not he copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of HandalhPaulson Architects, Incorporated. All common law rights of copyright are hereby specifically reserved. TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title DWV FLOOR PLAN Sheet No. PM1 01 Released for Construction ❑Not Released for Construction S 4'f�� �� II I TO k h "'.._. II I �a I II li ll II t t L III = I U NI I N rl � A L is 1 1 WATER PLAN P-102 SCALE: 1/4" = V-0" STD RAGE _P . RA,TED DOOR r 5PVIl e `Tk ii ER . C j� F CORRIDOR 8 1/2" HWR rya✓uusttem F I ....... . .... .. w EW —1 77 I� 0,. ST4R, FIXED _O O KEYED NOTES: 1. CONNECT TO EXISTING CW. 2. 3/4" HW/CW AND 1/2" HWR. CONNECT TO EWH-1. 3. CW AND HW DOWN. ROUTE BELOW SLAB TO S-3. 4. INLINE DOMESTIC HOT WATER RECIRCULATION PUMP. COORDINATE WITH ELECTRICAL. o. 61015 ; O STAE OF jL! ' 0N1AL I/lli{111 MOVE IGH &MANGUM ENGINEERING INC Atlanta. • Charlotte • Jacksonville Raleigh www.MeVeigbMangum.com 1955 Lake Park Drive SE, Suite 325 Smyrna, Georgia 30080 Ph: (678) 213-1616 email: mail@McVeighMangum.com PEF005182 Eng. of Record: KENNETFi GONZALEZ License No.:61015 R A N D A L L P A U L S 0 N architects Roswell Mill 85-A Mill Street, Suite 200 Roswell, Georgia 30975 t 770.650.7558 f 770.650.7559 e-mail architects@randallpaulson.com These plans and specifications are the property of Randall -Paulson architects, Incorporated. These documents may not he copied, reproduced, used or implemented in any way, in part or in whale, wifiaut the written consent of Randall-Panlsoo Architects, Incorporated. All common law rights of copyright are hereby specifically reserved. TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record FOR Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title DW FLOOR PLAN Sheet No. Pml 02 Released for Construction El Not Released for Construction DW RISER ISO SCALE: CW II S + 1 WC-1A E A 1 ;� WC-1A L=1 1/2" C ��W , "1/2" HW 0 II 7 it U T II 1 1 /2" C� / II S=3 x1-1/211 CIWV r I I / / T S=3 1/2" HW DWV RISER ISO SCALE: � 3" VTR IIAA al a S-3 0%%11II0//� . 100 STATE OF ,'44-1 �LORIO�N���� '®®'Iil ''0NAL E�G���\ //IIII1 M\ \ A *�** McVEIGH&MANGUM ENGINEERING INC Atlanta. • Charlotte • Jacksonville Raleigh www.McVeighMangum.com 1955 Lake Park Drive SE, Suite 325 Smyrna, Georgia 30080 Ph: (678) 213-1616 email: mail@McVeighMangum.com PEF005182 Eng. of Record: KENNETH GONZALEZ License No.:61015 F-7 R A N D A L L P A U L S 0 N arehitectsl Roswell Mill 85-A Mill Street, Suite 200 Roswell, Georgia 30975 t 770.659.7558 f 770.650.1559 e-mail architects@randallpaulson.com These plans and specifications are the property of Randall -Paulson Architects, Incorporated. These documents may not he copied, reproduced, used or implemented in any way, in part Orin whole, without the writteo consent of Randall -Paulson Architects, Incorporated. All common law rights of copyright are horehp specifically reserved. TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record Revisions 'Released for Construction Ids 4� CW ABOVE CEILING UNIONS AT INLET AND OUTLET CONNECTIONS, TYP EXPANSION TANK EQUAL TO AMTROL V COLD WATER "DIP" TUBE w/ HOLE AT THE TOP INSULATED HOT CLEAN OUT WITH WATER LINE WATER HEATER SHUTOFF VALVE TO FLOOR LINE ACCESS COVER. TOP BE SAME SIZE AS THE PIPE IT SERVES OF COVER FLUSH WITH TOP OF FLOOR 1/8 BEND BALANCE OF PIPING SAME AS CLEANOUT TO GRADE NOTE: CLEANOUT SHALL NOT BE LOCATED IN CARPETED AREA. FLOOR CLEANOUT CLEANOUT DETAILS SCALE: NTS CHROME WALL COVER AND SCREW MAY EXTEND AS A WASTE / VENT STACK WALL PLUGGED TEE w/ CLEANOUT FLOOR LINE 1/8 BEND BALANCE OF PIPING SAME AS CLEANOUT TO GRADE WALL CLEANOUT DETAILS SCALE: NTS TRAP PRIMER DETAIL SCALE: NTS 'HEDULE 40 CPVC 3 FROM PRIMER TO IARY INLET FITTING MIN HEAT TRAP 0 COLD WATER LINE. SEE DRAWINGS FOR SIZE AND SPECIFICS A.S.M.E. RATED PRESSURE & TEMP RELIEF VALVE PIPE P&T RELIEF VALVE DWV COPPER FULL SIZE TO OUTSIDE OF BUILDING WATER HEATER, SEE FIXTURE SCHEDULE PROVIDE A 2" HIGH PLASTIC SAFEPAN FOR ALL WATER HEATERS L-------- 1" SAFEPAN DRAIN, PIPE TO FLOOR DRAIN WATER HEATER PIPING DETAIL SCALE: NTS \� �G E � STATE OF '46/�� IONAL MCME IGH GUM ENGINEERING INC Atlanta • Charlotte • Jacksonville Raleigh www.McVeighMangum.com 1955 Lake Park Drive SE, Suite 325 Smyrna, Georgia 30080 Ph: (678) 213-1616 email: mail@McVeighMangum.com PEF005182 Eng. of Record:KENNETH GONZALEZ License No.:61015 R A N D A L L P architects A U L S 0 N Boswell Mill 05-A Mill Street, Suite 200 Boswell, Georgia 30075 070.650.75511 f 770.650.7559 e-mail architects@randallpaulson.com These plans and specifications are the property of Randall -Poulson Architects, Incorporated. these documents may not be copied, reproduced, used or implemented in any way, in part or in whale, without the written consent of Randall -Paulson Architects, Incorporated. All common law rights of copyright are hereby specifically reserved. TENANT BUILD -OUT ZEPHYRHILLS `+MIMMMMiioA ` ��� U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRHILLS, FLORIDA 33541 Print Record oneel I Ille DETAILS Released for Construction El Not Released for Construction O l❑ )$ ❑ ... ❑' ❑ i., ❑ KEYED NOTES: 1. DENTAL SUPPLY LINES TO BE RUN UNDER ;. „ . �� ' SLAB AND PRESSURE TESTED BEFORE SLAB IS STOR, g - POURED. TERMINATE AT DENTAL JUNCTION BOX (SEE DETAIL) STORAGE Al ;t �� 2. DENTAL SUPPLY LINES TO DROP FOR ;•...; ` LAS UNDERGROUND ROUTING TO DENTAL CHAIR CONNECTION BOX INSTALL SHUTOFF VALVES w r ,< AT TOP OF RISERABOVE CEILING. I t I It t I I �� _ n: I 1=r.,�£.z _. 4` . `N Be to AD-;., .q N E B" W m :l ' ._, 91!`lst_COMPRESSORAND i, 1 1/2" VAC.,t l M t `' 3 . INSTALL DENTAL AIR ANCHOR TO LEVEL CONC. SLAB OR PAD WITH „ 11/2 CA1 f -.. I j VIBRATION ISOLATION PAD. MAINTAIN 6" 1/2" FW i CLEARANCE FROM WALL. f _. r-�1 1 1/2" FW i I Ft 1/2" VAC ..::: dss ,� 1 1/2" CA c,,;M. �,,,� �� 1. a' t 1 1/2" CA ,. !� 1 1/2 CA I,� 4. INSTALL DENTAL VACUUM PUMP ON STAND ABOVE DENTAL AIR COMPRESSOR. STAND BY I 1 1/2" FW 1 1/2" FW I �; OTHERS ANCHORED TO LEVEL CONC. PAD OR — --- --- --- I --- -=-- -- --- -- --- --- �— _-- ---- --- I --- - - � --- � 5 FLOOR. K PIPE VACUUM PUMP DRAIN TO SERVICE SIN -' - - - - - - - - - ALIGN 1 1/ VAC - - - - - - TERMINATED " AIR GAP ABOVE RAIN WITH 1 FLOOR SINK. 1 1/2" VAC j u 6. DENTAL JUNCTION BOX SEE DETAIL. t x t ❑ ..:.'❑ t t ... 7. INSTALL WATER FILTER REFER TO DETAIL 2/13-101. _ .,_�; ❑ 2 ` N D 0 V:v: CONSULT ....................... r13, ITI f —1 1/2" CA ' I ' �-�-1 1/2" FW f I g � , 6 ❑ p a I s,STOR, y t 2 ❑ 1 1 /2" V s _ ❑, i ij AC .1 1/2" VAC ` <ROR J. T1 1/2" FW 1 1/2" CA HALLWAY NOTE: J-BOX PROVIDED BY DENTAL CONSULTANT. PLUMBED BY PLUMBING CONTRACTOR. VERIFY ROUGH -IN DIMENSIONS WITH DENTAL PLUMBING ILLUSTRATION SHEET, 1/2" 411111 rnr An A nTnn DENTAL PLUMBING LEGEND ALL DIMENSIONS ARE ON CENTER FROM FINISHED INTERIOR SYMBOL DESCRIPTION A AIR LINE V VACUUM LINE C COLD WATER - WITH STOP H HOT WATER - WITH STOP D COMMON DRAIN - WITH TRAP FR DENTAL CHAIR FLOOR RECEPTICAL DT DATA SYSTEMS FC FLOOR CIRCUIT SIDE VIEW DENTAL UNIT J-BOX DETAIL 1 SCALE: NTS r7s� DENTAL PLAN D-101 SCALE: 1/4" = 1'-0" TOP VIEW E--J 8'-11 9/32" FRONT VIEW IN OUT FTff=--7TM 'E: 1VIDED BY DENTAL ISULTANT INSTALLED BY MBING CONTRACTOR. AIR TECHNIQUES MODEL# 53020 3/4" ELECTRIC WATER FILTER AND SHUTOFF DETAIL SCALE: NTS LEGEND — — — — VACUUM 1-1/2" — --- --- --- — WATER SUPPLY 1/2" --- --- --- AIR SUPPLY 1/2" owl 11111 /11,� .6 15 STATE OF �41ZZ ��40RIOP.•G`�\��� //ii 701VAL�E����� IIIl14 4*. MCVE I G H & MANGUM ENGINEERING INC Atlanta • Charlotte • Jacksonville Raleigh www.McVeighMangum.com 1955 Lake Park Drive SE, Suite 325 Smyrna, Georgia 30080 Ph: (678) 213-1616 email: mail@McVeighMangum.com PEF005182 Eng. of Record: KENNETH GONZALEZ License No.:61015 �I1 ■ R A N D A L L P A U L S 0 N architects Roswell Mill 85-A Mill Street, Suite 100 Roswell, Georgia 30975 010.650.1550 f 770.650.7559 e-mail architects@randallpaulson.com These plans and specifications are $a property of IiandalFPaulson Architects, Inco-rporated. These documents may not he copied, reproduced, used or implemented in any way, in part or in whole, without the written consent of ffandall-Paulsun Architects, Incorporated. All common law rights of copyright are hereby specifically reserved. TENANT BUILD -OUT at ZEPHYRHILLS for U.S. HIGHWAY 301 & PRETTY POND ROAD, ZEPHYRH ILLS, FLORIDA 33541 Print Record Revisions Date Project No. 14 JUNE 2021 2021217.00 Sheet Title DENTAL FLOOR PLAN Sheet No. Dml Released for Construction ❑ Not Released for Construction