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HomeMy WebLinkAbout5632 Gall Blvd (6)114 4L ephyrhills - F 2-O 19 - ADA Upgrade Issue for Review Issue for CD Review Issue for Permit 5632 Gall Boulevard ephyrhills, F 33542 03/23/2018 04/23/2018 04/27/2018 �icvl�v CITY OI PLANS ALL VV RK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC; CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE � ' /1 CITY OF ZEPHYRHILLS FIRE AND LIFE SAFETY EXAMINER,,, /�3 ALL WORK SHALL COMPLY WITH NFFA CODES AND STANDARDS Client Representative Client Representative: Firm Name: JLL Attn: Lisa Drees T: 813.624.4512 e-mail: lisa.drees@amjll.com Architect NELCO Architecture, Inc. 201 E Kennedy Blvd., Suite 450 Tampa, FL 33602 Attn: Amy Ogonowski Tel.: 336.580.0053 e-mail: agonowski@nelsononline.com Architect: Mark Schroeder Tel.: 404.881.1811 e-mail: mschroeder@nelsononline.com FL Lic No.: AR0016438 General Contractor General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com Engineer Infinity Engineering Group, LLC 1208 E. Kennedy Blvd., Suite 230 Tampa, FL 33602 Attn: Brett Nevaril Tel.: 813.434.4770 e-mail: brett@iegroup.net Engineer: Nisit Sapparkhao Tel: 813.830.2330 email: nisit@iegroup.net FL Lic No.: 64085 CLIENT PROJECT NUMBER: 02807P 175032 ARCHITECT PROJECT NUMBER: 18,00358. 1t� PROJECT INFORMATION EGRESS AND EXIT REMOTENESS DIAGRAMS PROJECT CODE SUMMARY 1. THE MAXIMUM TRAVEL DISTANCE INCLUSIVE OF COMMON PATH OF TRAVEL IS 91'-0". 2. NO INCREASE IN OCCUPANT LOAD AND NO INCREASE IN PARKING SPACES AND NO CHANGE IN USE. 3. LOADING SCHEDULE, NOT REQUIRED; NO CHANGE IN STRUCTURE IS REQUIRED. 4. EXTERIOR WALL SYSTEMS AND ROOF SYSTEMS ARE EXISTING TO REMAIN. 5. (1) EXISTING TOILET ROOM TO BE MODIFIED. 6. FIRE PENETRATIONS ARE TO BE SAFED WITH RATINGS AS NOTED. 7. NO STRUCTURAL HEADERS ARE REQUIRED, ROOM DIMENSIONS ARE NOTED ON PLAN. 8. MECHANICAL SCOPE IS NOT IN SCOPE. 9. ELECTRICAL SCOPE IS NOTED ON ATTACHED ELECTRICAL PLANS. 10. PLUMBING SCOPE IS NOTED ON ATTACHED PLUMBING PLANS. 11. EXISTING FIRE EXTINGUISHERS TO REMAIN. 12. THE RENOVATIONS ENTAIL A LEVEL 2 ALTERATION AS DEFINED BY THE FEBC 2017 AND AS SUCH THE COMPLIANCE METHOD OF SECTION 301.1 OF THE FEBC 2017 IS PER 301.1.2 WORK AREA COMPLIANCE METHOD AS DEFINED IN CHAPTERS 5 THRU 13 OF THE FEBC 2017 FOR A LEVEL 2 ALTERATION. LEGEND - -- - - - MAXIMUM TRAVEL DISTANCE; REMAINING TRAVEL DISTANCE + COMMON PATH OF TRAVEL S 200' MAX PROJECT ADDRESS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 PROJECT NAME- BANK OF AMERICA - ZEPHYRHILLS PROJECT TYPE ADA UPGRADE PROJECT DESCRIPTICN: ADA REMEDIATION OF CUSTOMER FACING AREAS AND APPLICABLE SITE ELEMENTS PROJECT OCCUPANCY GROUP B - BUSINESS, GROUP S -ACCESSORY CCNSTRUCIICN TYPE: 11- B STCRIES, 1 STCRY SPRINKLFRED: NOT SPRINKLERED PROJECT SIZE BUILDING GROSS: 3,992 SQ. FT. PRCECT AREA CF W3W- 620 SQ. FT. OCCUPANCY LOAD: BUSINESS (B): 2,694 SQ. FT./100 GROSS = 27 OCCUPANT LOAD ACCESSORY (S): 608 SQ. FT./30O GROSS = 3 OCCUPANT LOAD TOTAL: 27 OCCUPANTS (B) + 3 OCCUPANT (S) = 30 TOTAL OCCUPANT LOAD EGRESS CAPAaTY (1) DOOR @ 72" WIDE, (1) DOOR @ 36" WIDE _ 1 X 69.5" CLEAR + 1 X 33.5" CLEAR = 103"/0.2" = 515 OCCUPANTS > 30 OCCUPANT LOAD. FLORIDA BUILDING CODE, 6TH EDITION (2017): BUILDING FLORIDA BUILDING CODE, 6TH EDITION (2017): EXISTING BUILDING FLORIDA BUILDING CODE, 6TH EDITION (2017): ENERGY CONSERVATION FLORIDA BUILDING CODE, 6TH EDITION (2017): FIRE PREVENTION REFERENCING 2015 NFPA 1 AND 2015 NFPA 101 FLORIDA BUILDING CODE, 6TH EDITION (2017): PLUMBING FLORIDA BUILDING CODE, 6TH EDITION (2017): MECHANICAL FLORIDA BUILDING CODE, 6TH EDITION (2017): ACCESSIBILITY 2014 NFPA 70 - NATIONAL ELECTRIC CODE (NEC) BUSINESS OCCUPANCY - MAX. TRAVEL. DISTANCE: 100 FT. MAX CCMvICN PATH CF TRA\EI: 75 FT. MAX DEAD END: 20 FT. EXITS REQUIRED: 1; 1 PROVIDED PLUMBING REQUIREMENTS. 30 TOTAL/2 = 15 CF EACH SEX (PER TABLE 4031 AND SECTICN 403.2) MINIMUM NUMBER OF PLUMBING FIXTURES MALE FEMALE WATER CLOSETS (1) REQUIRED 1(1) (1) REQUIRED 1(1) (1 PER 25 FOR THE FIRST 50, 1 PROVIDED PROVIDED PER 50 FOR THE REMAINDER) LAVATORIES (1) REQUIRED (1) REQUIRED (1 PER 40 FOR THE FIRST 80, 1 (1) PROVIDED (1) PROVIDED PER 80 FOR THE REMAINDER) DRINKING FOUNTAINS (1) REQUIRED (1 PER 100) (0) EXISTING SERVICE SINK (1) REQUIRED (1) PROVIDED VICINITY MAP DRAWING INDEX - - - - COVERSHEET ARCHITECTURAL A00.00 DRAWING INDEX, LOCATION MAP & PROJECT INFORMATION AOO.10 GENERAL NOTES A00.30 DOOR AND HARDWARE SCHEDULE, PARTITION TYPES AND DETAILS A00.40 ACCESSIBILITY INFORMATION AOQ.41 ACCESSIBILITY INFORMATION A01.01 DEMOLITION PLAN A02.01 CONSTRUCTION PLAN A08.01 ENLARGED RESTROOM PLAN AND INTERIOR ELEVATIONS Al2.01 MILLWORK DETAILS CIVIL C01.01 DEMOLITION PLAN CO2.01 SITE PLAN CO2.02 RESURFACING SITE PLAN CO3.01 GRADING PLAN C12.01 DETAILS C12.02 DETAILS 1 OF 1 SURVEY ELECTRICAL E00.01 ELECTRICAL GENERAL NOTES AND LEGEND E01.01 DEMOLITION ELECTRICAL FLOOR PLAN E02.01 PROPOSED ELECTRICAL FLOOR PLAN E03.01 ELECTRICAL DETAILS AND SCHEDULES E04.01 ELECTRICAL SPECIFICATIONS PLUMBING POO.01 PLUMBING SPECIFICATIONS, NOTES AND SCHEDULES P01.01 PLUMBING RISER AND DETAILS P02.01 PLUMBING DEMOLITION AND PROPOSED PLAN LOCATION MAP Bank of America ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUM./MANH. ID: FL2-019 Nelco Architecture, Inc. a licensed affiliate Florida Certificate of Authorization Number: AA26000525 Architect: Client Representative: Firm Name: NELSON Firm Name: JLL Attn: Mark Schroeder Attn: Lisa Drees T: 404.881.1811 T: 813.624.4512 e-mail: mschroeder@nelsononline.com e-mail: lisa.drees@am.jll.com Engineering: Infinity Engineering Group, LLC Attn: Nisit Sapparkhao T: 813.830.2330 e-mail: nisit@iegroup.net General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com IL� Issue Date && Ise Description By Check 1 03/23/18 Issue For Review AJB AFO 2 04/23/18 Issue For CD Review KS AFO/MS 3 04/27/18 Issue For Permit KS MS ISeal/Signature i i r Architect of Record, Mark Schroeder Lic. # : AR0016438 /,�l. • - sir Project Name Bank of America Zephyrhills IProject Type ADA Upgrade NELSON Project Number 18.00358.00 IDescription DRAWING INDEX, LOCATION MAP AND PROJECT INFORMATION Scale & Sheet Number AOOmOO DISABLED ACCESS NOTES I GENERAL NOTES 1. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS OR SPECIAL ACCESS LIFTS. 2. FLOOR SURFACES SHALL BE SLIP -RESISTANT. 3. EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE NOT LESS THAN 44" IN WIDTH. 4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2" IN HEIGHT. LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. BEVEL OTHERS WITH A SLOPE NO GREATER THAN 1:2 5. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. MOUNT DOOR OPENING HARDWARE BETWEEN 30" AND 44" ABOVE FLOOR FINISH. 6. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR FOLDING DOORS. CORRESPONDING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE REQUIRED FIRE DOORS MAY BE INCREASED NOT TO EXCEED 15 POUNDS. 7. THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEEL CHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. PROVIDE A 10" HIGH SMOOTH PANEL ON THE PUSH SIDE OF NARROW FRAME DOORS. 8. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE NOT LESS THAN 3' IN WIDTH AND NOT LESS THAN 6-8" IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32". 9. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 10. IDENTIFY ACCESSIBLE ENTRANCES WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 11. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 44" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. (REFER TO DWG. 2/A00.40 FOR CLEARANCES BASED ON DIFFERENT APPROACHES) 12. FLOORS OR LANDINGS SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 13. TO ALERT THE VISUALLY IMPAIRED, MARK THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIR WITH A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" WIDE, PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. 14. CENTER ELECTRICAL RECEPTACLE OUTLETS NOT LESS THAN 15" ABOVE THE FLOOR OR WORKING PLATFORM. 15. ENTRY TO SANITARY FACILITIES: A. 44" CLEAR AISLES OR CORRIDORS WHERE OCCUPANT LOAD IS 10 OR MORE. B. DOORWAYS TO HAVE A 32" CLEAR OPENING. C. ON APPROACH SIDE, PROVIDE A 60" CLEAR LEVEL SPACE WHEN DOOR SWINGS TOWARD APPROACH AND 44" SPACE WHEN DOOR SWINGS AWAY FROM APPROACH. (REFER TO DWG 2/A00.40 FOR CLEARANCES BASED ON DIFFERENT APPROACHES) 16. TOILET ROOM ACCESSORIES A. MOUNT BOTTOM EDGE OF MIRROR'S REFLECTING SURFACE NO HIGHER THAN 40" FROM THE FLOOR. B. MOUNT TOILET TISSUE DISPENSERS WITHIN 7"-9" FROM THE FRONT EDGE OF THE TOILET SEAT. C. MOUNT DISPENSING AND DISPOSAL FIXTURES (TOWEL, SANITARY NAPKINS, WASTE, COIN SLOTS, ETC.) WITH OPERATING PARTS NO HIGHER THAN 40" FROM THE FLOOR. 17. SINGLE ACCOMMODATION TOILET FACILITY SEE 5/A00.41 FOR CLEARANCE REQUIREMENTS 18. THE HEIGHT OF THE WATER CLOSET (TOP OF SEAT) SHALL BE BETWEEN 17" AND 19". 19. MOUNT FLUSH VALVE CONTROL NO MORE THAN 44" ABOVE THE FLOOR, ON THE SIDE OF THE TOILET WITH THE GREATEST SEPARATION FROM ADJACENT WALL OR OTHER SURFACE. 20. PROVIDE GRAB BARS ON EACH SIDE, OR ONE SIDE AND BACK OF WATER CLOSET. A. GRAB BARS TO BE 33" ABOVE AND PARALLEL TO THE FLOOR. B. SIDE BARS TO BE 42" LONG AND PROJECT 24" IN FRONT OF WATER CLOSET STOOL. GRAB BAR AT BACK TO BE 36" LONG. C. DIAMETER OF GRAB BARS TO BE 1-1/4" TO 1-1/21' . D. PROVIDE 1-1/2" CLEARANCE BETWEEN GRAB BARS AND WALL. E. GRAB BARS (INCLUDING CONNECTORS, FASTENERS, SUPPORT BACKING, ETC.) SHALL SUPPORT A 250 POUND LOAD. F. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. G. GRAB BARS AND ANY ADJACENT SURFACE SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. H. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 21. PROVIDE A CLEAR FLOOR SPACE 30" X 48" IN FRONT OF LAVATORY TO PERMIT A FORWARD APPROACH. 22. MOUNT LAVATORIES WITH A MINIMUM CLEARANCE OF 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON. PROVIDE KNEE CLEARANCE UNDER THE FRONT UP EXTENDING A MINIMUM OF 30" IN WIDTH WITH 8" MINIMUM WIDTH, AND SHALL BE A MINIMUM OF 9" HIGH FROM THE FLOOR A MINIMUM OF 17" DEEP FROM THE FRONT OF THE LAVATORY. 23. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. IF SELF CLOSING VALVES ARE USED, FAUCET REMAINS OPEN A MINIMUM OF 10 SECONDS. 24. INSULATE OR OTHERWISE COVER HOT WATER AND DRAIN PIPES UNDER LAVATORIES. 25. THE AMERICANS WITH DISABILITIES ACT (A.D.A.) PROVIDES THAT ALTERATIONS TO A FACILITY MUST BE MADE IN SUCH A MANNER THAT, TO THE MAXIMUM EXTENT FEASIBLE, THE ALTERED PORTIONS OF THE FACILITY ARE READILY ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES. BANK AND GENERAL CONTRACTOR ACKNOWLEDGES THAT THE REQUIREMENTS OF A.D.A. WILL BE SUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORY INTERPRETATIONS. THE ARCHITECT THEREFORE, WILL USE ITS BEST PROFESSIONAL EFFORTS TO INTERPRET A.D.A. REQUIREMENTS AND OTHER FEDERAL, STATE AND LOCAL LAWS, RULES, CODES, ORDINANCES AND REGULATIONS AS THEY APPLY TO THE PROJECT. THE ARCHITECT, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT BANK OF AMERICA WILL COMPLY WITH ALL INTERPRETATIONS OF THE A.D.A. REQUIREMENTS AND/ OR THE OTHER FEDERAL, STATE AND LOCAL LAWS, RULES, CODES, ORDINANCES AND REGULATIONS AS THEY APPLY TO THE PROJECT. 26. THE SCOPE OF WORK INDICATED ON THESE DRAWINGS IS FOR SPECIFIC ITEMS SELECTED BY BANK OF AMERICA FOR CUSTOMER ACCESS TO GOODS AND SERVICES; NOTE THAT SOME AREAS OF ACCESS HAVE NOT BEEN MODIFIED TO MEET A.D.A. REQUIREMENTS. ALL OTHER AREAS OF A.D.A. UPGRADE THAT MAY BE REQUIRED AT THIS TIME ARE NOT IN THIS CONTRACT AND ARE NOT INDICATED ON THESE DOCUMENTS. SEE BANK OF AMERICA FOR ADDITIONAL INFORMATION CONCERNING OTHER AREAS OF A.D.A. SCOPE OF WORK. 1. ALL WORK SHALL CONFORM TO THE AMERICAN WITH DISABILITIES ACT (A.D.A.) ALONG WITH ALL STATE, COUNTY, AND LOCAL APPLICABLE CODES, ORDERS, ORDINANCES AND REGULATIONS. NOTIFY ARCHITECT PRIOR TO START OF WORK OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND CODE. ALL WORK SHALL CONFORM TO THE MOST RESTRICTIVE REQUIREMENT. 2. BEFORE COMMENCING WORK, CONTRACTOR SHALL BECOME FAMILIAR WITH DRAWINGS SCOPE OF WORK AND VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THE SITE AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. PRIOR TO STARTING WORK, THE GENERAL CONTRACTOR SHALL SUBMIT TO BANK OF AMERICA PROJECT MANAGER AND ARCHITECT AN ITEMIZED COST BREAKDOWN OF ALL SCOPE ITEMS AND A CONSTRUCTION SCHEDULE. WORK TO BE SCHEDULED TO MEET BANK OF AMERICA REQUIREMENTS. 4. ALL WORK DESCRIBED OR INDICATED IN THESE DOCUMENTS AND ALL WORK DEPENDENT UPON OR NECESSARY TO COMPLETE THIS WORK SHALL BE EXECUTED IN A WORKMAN LIKE MANNER CONSISTENT WITH THE BEST STANDARDS OF THE TRADE INVOLVED AND BE OF ITEMS AND MATERIALS SUITED FOR THE PURPOSE INTENDED. 5. TRADESMEN, CRAFTSMEN, INSTALLERS, FOREMEN, AND SUPERVISORS ARE TO BE SKILLED, EXPERIENCED AND LICENSED IF REQUIRED IN THE WORK THEY WILL BE PERFORMING. 6. PROJECT CONSTRUCTION ITEMS TO BE NEW, UNLESS OTHERWISE NOTED. NO SUBSTITUTIONS WILL BE ALLOWED UNLESS COMPLETE DESCRIPTIONS OF ITEMS INCLUDING DRAWINGS, TEST DATA, SAMPLES, COST AND SCHEDULE CHANGES ARE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. ANY ITEM NOTED ON THE DRAWINGS THAT ARE NOT AVAILABLE OR WOULD CAUSE A TIME DELAY SHALL BE IDENTIFIED BY THE GENERAL CONTRACTOR AND THE ARCHITECT NOTIFIED. 7, TYPICAL DETAILS AND GENERAL NOTES SHALL BE USED WHENEVER APPLICABLE U.N.O. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS, IF CONTRACTOR HAS ANY QUESTIONS REGARDING THE SAME OR EXACT MEANING, ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 8. DIMENSION LINES ARE TO FACE OF FINISH ON EXISTING AND NEW WORK, UNLESS NOTED AS FACE OF STUD OR MASONRY OR CENTERLINE OR OTHERWISE. DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 9. PROVIDE SHOP DRAWINGS WHERE INDICATED AND FOR ALL METAL FABRICATION OR WHERE THEY ARE CALLED OUT FOR ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL SUBMIT FIVE (5) SETS TO THE ARCHITECT WITH AMPLE TIME TO REVIEW. REQUIRED CORRECTIONS WILL BE NOTED AND A COPY WILL BE RETURNED TO THE CONTRACTOR WHO SHALL REVISE DRAWINGS AND RESUBMIT FOR FINAL APPROVAL PRIOR TO FABRICATION. 10. CONTRACTOR TO SUBMIT SAMPLES OF ALL FINISH MATERIALS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF AS -BUILT DRAWINGS NOTING DEVIATIONS BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS AND NEW CONSTRUCTION OF ALL TRADES AND DELIVER TO BANK OF AMERICA AT END OF PROJECT. GENERAL CONTRACTOR SHALL PROVIDE ALL SUBCONTRACTORS WITH THE MOST CURRENT CONSTRUCTION DOCUMENTS THROUGHOUT THE PROJECT, INCLUDING ALL REVISIONS. 12. CONTRACTOR TO NOTIFY ARCHITECT AND BANK OF AMERICA PROJECT MANAGER OF ALL REVISIONS TO THE DRAWINGS AND CHANGES WITH THE SCOPE OF WORK OR SCHEDULE REQUIRED BY GOVERNING AGENCIES, FIELD CONDITIONS OR BANK OF AMERICA PERSONNEL REGARDLESS OF EXTENT, ALL REVISIONS TO BE IN WRITING AS CHANGE ORDERS AND APPROVED PRIOR TO STARTING WORK. 13. CONTRACTOR TO PROVIDE EQUIPMENT TO ENSURE LIFE SAFETY OF PUBLIC, TENANTS AND WORKERS AS REQUIRED BY FEDERAL, STATE AND LOCAL CODES THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT PEDESTRIANS. 14. CONTRACTOR TO VERIFY EXISTING STRUCTURAL CONDITIONS AND REQUIREMENTS OF NEW CONSTRUCTION PRIOR TO START OF WORK. CONTRACTOR SHALL FURNISH ADEQUATE SHORING, BRACING, ETC., AS REQUIRED TO SAFELY EXECUTE ALL WORK AND SHALL BE FULLY RESPONSIBLE FOR SAME, UNLESS SPECIFICALLY DETAILED IN THE DRAWINGS. CONTRACTOR SHALL PROVIDE BLOCKING, BACKING, FRAMING, HANGERS, OR OTHER SUPPORTS AS NECESSARY FOR ALL FIXTURES, EQUIPMENTS AND ALL OTHER ITEMS REQUIRING SAME. FIRE DEPARTMENT NOTES 1. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN ON DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. CONNECT EXIT SIGNS TO EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES. 2. MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS. 3, EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. ALL NEW DOORS SHALL HAVE APPROVED LEVER HANDLES. 4. DOORS OPENING INTO REQUIRED 1-HOUR, FIRE -RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20-MINUTE RATING AND SHALL BE SELF -CLOSING. 5. 20-MINUTE DOOR JAMBS TO BE TIGHT -FITTING, SMOKE AND DRAFT CONTROLLED. 6. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN ANY HAZARDOUS AREA. 7. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED AN END POINT FLAME SPREAD RATING: A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS INSTALLED IN VERTICAL EXITS. B. CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR MATERIALS INSTALLED IN HORIZONTAL EXITS. C. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450, FOR MATERIALS INSTALLED IN ANY OTHER LOCATION. 15. SITE AND BUILDING SHALL BE MAINTAINED IN A CLEAN, SAFE MANNER. DIRTY/ NOISY WORK SHALL BE PERFORMED AT SUCH TIME AS DIRECTED PER THE OWNER AND/OR CITY WHEN THE WORK OF VARIOUS SECTIONS ARE COMPLETED, AND AT OTHER TIMES AS DIRECTED BY BANK OF AMERICA, OR OWNER, ALL TRASH. DEBRIS, SURPLUS MATERIAL, TOOLS AND EQUIPMENT ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER. LEAVE PREMISES IN A CONDITION ACCEPTABLE TO BANK OF AMERICA, OR OWNER. 16. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. WHERE EXISTING CONSTRUCTION, FINISHES OR EQUIPMENT IS DAMAGED BY WORK IN THIS CONTRACT, THEY SHALL BE PATCHED, REPAIRED OR REPLACED AS REQUIRED TO MATCH EXISTING, BY TRADE WHOSE WORK IS DAMAGED AT NO COST TO BANK OF AMERICA. 17. LAYOUT OF WORK: A. LOCATION AND ELEVATION OF ALL WORK TO BE CONSTRUCTED ARE SHOWN ON DRAWINGS AND UNLESS DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE PROPER LOCATION AND ELEVATIONS AS SHOWN AND INTENDED. B. THE CONTRACTOR SHALL LAYOUT THE WORK AND SHALL ESTABLISH AND MAINTAIN NECESSARY MARKERS, AND SHALL BE RESPONSIBLE FOR THE ACCURACY OF SAME. THE CONTRACTOR SHALL LAYOUT, AS A GUIDE TO ALL TRADES AND TO HIS SUBCONTRACTORS, THE EXACT LOCATIONS OF NEW OR REMODEL WORK WITH RESPECT TO CHANGES TO EXISTING. 18. INSTALL AND APPLY ITEMS, MATERIALS, EQUIPMENT, FINISHES, ETC. INCLUDING THE PREPARATION OF SURFACES IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED RECOMMENDATIONS AND INSTALLATION REQUIREMENTS. 19. PERTAINING TO EQUIPMENT: GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND RELOCATION OF ANY EXISTING EQUIPMENT OR CONSTRUCTION AS NECESSARY FOR A COMPLETE INSTALLATION. 20. ACCESS PANELS SHALL BE PROVIDED FOR ALL EQUIPMENT SWITCHES, VALVES AND OTHER CONTROL DEVICES THAT ARE CONCEALED. EXACT LOCATIONS TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 21. BESIDES GUARANTEES REQUIRED ELSEWHERE, THE CONTRACTOR, HEREBY DOES, GUARANTEE ALL WORK FOR A MINIMUM PERIOD OF ONE YEAR AFTER DATE OF ACCEPTANCE OF WORK WITH ANY OTHER WORK, WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN A MINIMUM OF ONE YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE TO BANK OF AMERICA. 22.OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK. 23. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO ARCHITECT FOR REVIEW PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. 24. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. 25. COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM INSTALLATIONS. 26. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. 27. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE ARCHITECT. 28. COORDINATE AND PROVIDE BLOCKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS. 29. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS OTHERWISE NOTED. 30, CONCEALED INSULATING MATERIALS INSTALLED WITHIN WALL SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 75 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. 31, INSULATING MATERIALS WHICH ARE SUBJECT TO DIRECT EXPOSURE TO POTENTIAL FIRE ON THE INSIDE OF THE BUILDING DUE TO INSTALLATION IN UNCONCEALED SPACES SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. 32. MATERIALS EXPOSED WITHIN PLENUMS ARE REQUIRED TO BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 50 AS DETERMINED IN ACCORDANCE WITH ASTM E 84. 8. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. 9. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. 10. HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE AND SHALL BE SYNCHRONIZED. 11. LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 48" ABOVE THE LEVEL OF THE FINISHED FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. 12. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL PROTECTED OPENINGS, CORRIDOR PARTITIONS, SMOKE STOP PARTITIONS, HORIZONTAL EXIT PARTITIONS, EXIT ENCLOSURES AND ALL FIRE RATED WALLS WITH CORRESPONDING HOURLY RATING BY EITHER INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES THE FOLLOWING: "1 HOUR FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS". NOTE: IDENTIFICATION SHALL BE SPACED NO MORE THAN TWELVE (12) FEET ON CENTER WITH A MINIMUM LETTER SIZE OF TWO (2) INCHES IN HEIGHT ON A CONTRASTING BACKGROUND. 13. DEVICE COVERS TO BE TO MATCH LUTRON LIGHT ALMOND UNLESS DICTATED OTHERWISE BY LOCAL JURISDICTIONS. Bank of America ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUM./MANH. ID: FL2-019 � 'I Nelco Architecture, Inc. a licensed affiliate Florida Certificate of Authorization Number: AA26000525 Architect: Client Representative: Firm Name: NELSON Firm Name: JLL Attn: Mark Schroeder Attn: Lisa Drees T: 404.881.1811 T: 813.624.4512 e-mail: mschroeder@nelsononline.com e-mail: lisa.drees@am.jll.com Engineering: Infinity Engineering Group, LLC Attn: Nisit Sapparkhao T: 813.830.2330 e-mail: nisit@iegroup.net General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com Issue Date & Issue Description By Check 1 03/23/18 Issue For Review AJB AFO-- 2 04/23/18 Issue For CD Review KS AFO/MS 3 04/27/18 Issue For Permit KS MS Seal/Signature Architect of Record, Mark Schroeder Lic. # : AR0016438 Project Name Bank of America Zephyrhills IProject Type ADA Upgrade NELSON 1� 8 003 Number IDescription GENERAL NOTES IScale & Sheet Number A00olO DOOR, FRAME AND HARDWARE GROUP SCHEDULE SHEET NOTES DOOR FRAME HARDWARE A. ALL DOORS AND FRAMES ARE TO MATCH EXISTING DOORS AND FRAMES FOR TYPE AND FINISHES, U.N.O. FIRE B. ALL NON RATED DOORS SHALL BE WOOD, SOLID CORE, 5 PLY, HARDWOOD VENEER STILES AND RAILS, U.N.O. ROOM NAME SIZE DETAIL GROUP KEYSIDE NOTES C. FRAMES SHALL BE WOOD OR HOLLOW METAL FRAMES FINISHED TO MATCH EXISTING DOOR FRAMES, UNO. AT HOLLOW METAL FRAMES, CAULK THE NO. MATL FINISH TYPE MATL FINISH LABEL JOINT BETWEEN THE FRAME AND WALL, ALL SIDES, WITH PAINTABLE LATEX CAULK. NO. RM NO. D. PROVIDE A 1/2" MAXIMUM UNDERCUT. VERIFY SLAB CONDITIONS AND TRIM EACH DOOR TO AT CONDITION. WIDTH HEIGHT THK. HEAD JAMB SILL E. DOORS AND HARDWARE ARE TO COMPLY WITH ALL APPLICABLE ACCESSIBILITY STANDARDS. ACCESSIBLE UNISEX RESTROOM 102 T-0" MATCH WD MATCH A HM MATCH 02/A00.30 01/A00.30 --- --- 8 --- HARDWARE FINISH TO MATCH EXISTING F. G. CONTRACTOR SHALL REVIEW KEYING WITH OWNER PRIOR TO FITTING CYLINDERS. AT EXISTING DOORS TO REMAIN OR TO BE RELOCATED, PATCH/FILL DIVOTS, HOLES, CRACKS, SCRATCHES, ETC. PRIOR TO EXISTING EXISTING EXISTING PRIMING/PAINTING/REFINISHING. CONTRACTOR TO IDENTIFY DOORS THAT CANNOT BE REPAIRED OR ARE NOT COMPATIBLE WITH NEW HARDWARE. H. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL FIELD DIMENSIONS AFFECTING THE WORK. I. PAINTED DOORS SHALL BE PAINTED ON ALL 6 SURFACES. J. ALL INALL OF DOORS/WALLS/OPENINGS SHALL MATCH AND BE FLUSH WITH EXISTING ADJACENT PARTITION CONSTRUCTION. K. WHERE PARTITIONS ARE ATTACHED TO CURTAIN WALL, CENTER PARTITIONS ON WINDOW MULLIONS, PERPENDICULAR TO PERIMETER WALL, U.N.O. L. PARTITION DEPTH AT FIRE EXTINGUISHER CABINET LOCATIONS SHALL ACCOMMODATE FULL CONCEALMENT OF RECESSED CABINETS OR PARTIAL CONCEALMENT OF SEMI —RECESSED CABINETS AS SPECIFIED BY THE MANUFACTURER. M. WHERE NEW PARTITIONS ABUT EXISTING SURFACES, REMOVE EXISTING CORNER BEAD AND PROVIDE SMOOTH FINISH AT INTERSECTION. N. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PROVIDE LEVEL 4 FINISH U.N.O. — REFER TO ELEVATIONS AND THE FINISH SCHEDULE FOR MATERIALS THAT REQUIRE A LEVEL 5 FINISH. 0. REFER TO THE PARTITION TYPES FOR PARTITION THICKNESS. P. CONSTRUCTION OF FIRE —RATED PARTITIONS, INCLUDING TAPING AND FINISHING OF GYPSUM WALLBOARD FOR FULL HEIGHT TO STRUCTURE ABOVE, SHALL BE IN ACCORDANCE WITH UL SPECIFICATIONS TO ACHIEVE RATING INDICATED. Q. ACOUSTICAL (SOUND —ISOLATION) PARTITIONS SHALL BE SEALED FOR FULL HEIGHT TO PREVENT PASSAGE OF AIRBORNE SOUND. TAPE AND FINISH ALL GYPSUM WALLBOARD JOINTS AND FASTENERS (INCLUDING ABOVE SUSPENDED CEILING). CAULK AT PERIMETER AND SEAL AT ALL PENETRATIONS. R. WHERE PARTITIONS EXTEND ONLY TO UNDERSIDE OF SUSPENDED CEILING, SECURE THE TOP TRACK TO THE EXPOSED TEE GRID. PROVIDE A COMPRESSIBLE GASKET BETWEEN THE TOP TRACK AND THE TEE GRID. PROVIDE TAPABLE METAL J—BEAD AT TOP OF GYPSUM WALLBOARD, WITH NO JOINTS VARYING MORE THAN 1/8" OVER W-0" AND NO JOINTS GREATER THAN 3/16", UNOCAULK PERIMETER AT TOP OF GWB. S. PROVIDE DOUBLE STUDS AT DOOR JAMBS. INSTALL ADDITIONAL STUDS IN EXISTING PARTITIONS AT NEW DOOR OPENINGS IN ORDER TO PROVIDE DOUBLE STUDS AT JAMBS. T. GYPSUM WALLBOARD AT BOTH SIDES OF ALL PARTITIONS WITH PLUMBING ROUGHING (E.G.BATHROOMS, PANTRY, JANITORS CLOSET, WET COLUMNS) SHALL BE WATER—RESISTANT. DOOR TYPES 02 2" HOLLOW METAL FRAME / SOLID CORE WOOD DOOR \ c� \ of \ � _ V3O fV \ M DOOR TYPE A SINGLE PAINT GRADE HARDWARE SCHEDULES Hardware Group No. 8 Provide door with the following: Quantity Description Model Number Finish Mfr 3 EA HINGE BB1279 4.5X4.5 EXST HAG 1 EA PRIVACY SET ND40S SPA EXST SCH 1 EA WALL STOP WS407CCV EXST IVE 1 EA KICKPLATE 8400 10" X 2" LDW EXST IVE 1 SET SEALS 188S CLR ZER PARTITION TYPES * GC TO VERIFY EXISTING CONSTRUCTION AND MATCH HEIGHT OF ADJACENT EXISTING RESTROOM WALLS UNDERSIDE OF SLAB OR STRUCTURE ABOVE `--SPECIFIED CEILING, REFER TO REFLECTED CEILING PLAN WALL CONSTRUCTION SHALL INCLUDE_: -5/8" GYP. BD. EA. SIDE. PROVIDE MOISTURE RESISTANT GWB AT WET WALLS -GYP. BD. TO EXTEND TO CEILING -3-5/8" W. METAL STUDS SPACED AT A MAXIMUM 24" O.C. SEE STUD CHART (A) FOR CORRESPONDING GAUGE. -CONTINUOUS SEALANT ON BOTH SIDES OF FLOOR RUNNERS -APPROPRIATE METAL TRIM AND CASING BEADS AS REQUIRED SPECIFIED BASE CONTINUOUS ACOUSTICAL SEALANT IrZ,,—: FLOOR I SLABED OOR FINISH II I PARTITION TYPE A POWER DRIVEN FASTENERS 02'-0" O.C. ALTERNATING SIDES AND WITHIN 3" OF EACH END OF TRACK SCHEDULED PARTITION METAL STUD CAULK HOLLOW METAL FRAME HOLLOW METAL FRAME METAL CLIP SCHEDULED DOOR 11%6" VARIES 1?/6' SHEET NOTES PaditionTypes indicated in the construction documents shall comply with the following criteria for non—structural cold —formed steel framing wall systems: A. All non—structural stud shall comply with the minimum gaugeand mils thickness listed below (Substitutions: Contractor shall submit substitutions for architect's approval prior to ordering material or proceeding with construction of partitions): Gauge: mils: 25 go 18 mil (minimum stud gauge) 22 go 27 mil 20 go 33 mil 18 go 43 mil 16 go 54 mil B. Limiting heights shall be referenced from 2014IBC approved SSMAcharts for nonstructural cold —formed steel framing wall systems for each of the following assemblies as included in the project scope: Interior Wall Heights — Composite: composite limiting heights are based on a single layer of 5/8" type—X gypsum board installed to both sides of the wall over full height using minimum No. 6 type S—drywall screws spaced a maximum of 12" O.C. for studs at 24" O.C. (maximum spacing), and 16" O.C. for studs at 16" and 12" spacing where required. Increase metal stud gouge and/or decrease metal stud O.C. spacing so as not to exceed 1/240 design criteria with 5 PSF lateral load. Refer to SSMA "table notes" for complete property criteria. Interior Wall Limiting Heights Non —composite — Fully Braced; limiting heights are based on steel properties only (non —composite) without the contribution of sheathing to strength and stiffness of the assembly. Properly fastened sheathing is still required for members to be considered fully braced. Refer to SSMA "table notes" for complete property criteria. Interior Wall Limiting Heights — Braced at 48" O.C.: limiting heights are based on studs braced at maximum spacing of 48" O.C. Bracing can be placed at a greater distance if deflection controls (d), maximum brace spacing is listed under "Lbr" column of the chart. Refer to SSMA "Table Notes" for complete property criteria. C. Brace metal studs to structure as required by applicable building codes and the A.H.J. D. Contractor shall provide deflection track for top runners of metal stud partitions that extend to underside of structural deck where deflections of the structural roofing system exceed 1/2" where partitions are located. 1 11/o Y 11- 1 SCHEDULED PARTITION CAULK JOINT, TYPICAL HOLLOW METAL FRAME METAL ANCHOR SCHEDULED DOOR HOLLOW METAL FRAME CAULK JOINT, TYPICAL SCHEDULED PARTITION Bank of America �%j ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUM./MANH. ID: FL2-019 NELSON Nelco Architecture, Inc. a licensed affiliate Florida Certificate of Authorization Number: AA26000525 Architect: Client Representative: Firm Name: NELSON Firm Name: JLL Attn: Mark Schroeder Attn: Lisa Drees T: 404.881.1811 T: 813.624.4512 e-mail: mschroeder@nelsononline.com e-mail: lisa.drees@am.jll.com Engineering: Infinity Engineering Group, LLC Attn: Nisit Sapparkhao T: 813.830.2330 e-mail: nisit@iegroup.net General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com QIssue Issue Date & Description By Check 1 03/23/18 Issue For Review AJB AFO 2 04/23/18 Issue For CD Review KS AFO/MS 3 04/27/18 Issue For Permit KS MS Seal/Signature Architect of Record, Mark Schroeder Lic. # : AR0016438 p d Project Namey Bank of America Zephyrhills AWA upgraae INELSON Project Number 18.00358.00 IDescription DOOR AND HARDWARE SCHEDULE, PARTITION TYPES AND DETAILS IScale & Sheet Number A0030 SECTION AT HOLLOW METAL FRAME HEAD 42 SECTION AT HOLLOW METAL FRAME JAMB 1 SCALE: 1-1 /2"=1'-0" SCALE: 1-1 /2"=1'-0" y u N'niltl�?' Jill 1111141.11III 41-011 4'_6" BankofAmerica •�'` NOTE: ALL DIMENSIONS TO AUDIBLE/VISIBLE STROBE CENTER LINE OF DEVICES/ § I ADA- ZEPHYRHILLS SEE PLANS FOR SPECIFIC / LOCATIONS. / DOOR FRAME I a - 1'-6" MI . 5632 GALL BOULEVARD FIRE EXTINGUISHER o FRONT APPROACH, PULL SIDE Now ZEPHYRHILLS, FL 33542 / AND/OR HOSE CABINET / I/ ROBBERY LIGHT H FRONT APPROACH, PUSH SIDE SERIAL NUM./MANH. ID: FL2-019 I / 4 1/2" — / THERMOSTAT LOCATION 4'-D" / (DO NOT LOCATE DIRECTLY 4 \ ABOVE DIMMERS) \ LOCATION FOR: LIGHT I M U w � / \ Uuu SWITCH, DIMMERS, EGRESS r-o"MAJ. — ra0"MIN m -.I / _ \ BUTTON, OCCUPANCY SENSOR d ' SWITCH, CARD READER, (ETC.) SON C% a U w \ \ CLUSTER - SEE PLAN - n f T \ _� \ \ FOR QUANTITY OF EACH iy G O FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH HINGE APPROACH, PUSH SIDE 2 CLUSTER CLOSER AND LATCH Nelco Architecture, Inc. oc d O o d M \ \ USE GANG -TYPE — — — — _ --� a licensed affiliate tV a j i-' \ COVER PLATES FOR MORE , LL _ _ _ 6'-D" Florida Certificate of Authorization Number: AA26000525 a ow \ 6" THAN ONE DEVICE OF THE 4 0 SAME TYPE 4 I Architect: Client Representative: SCHED. DOOR HARDWARE I Firm Name: NELSON Firm Name: JILL Attn: Mark Schroeder Attn: Lisa Drees MOUNTING HEIGHTS071 3'-6"MIN. _ _ ,,.D,, MIN, T: 4o4.ss 1.1s 11 T: 813.624.4512 loll 2'-6" e-mail: mschroeder@nelsononline.com e-mail: lisa.drees@am.jll.com SCALE: N.T.S. HINGE APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE Engineering: Infinity Engineering Group, LLC L Attn: Nisit Sapparkhao T: 813.830.2330 = J'J e-mail: nisit@iegroup.net w Q oU0 9 1-10ll MIN 2-0" MIN. General Contractor:I LATCH APPROACH, PULL SIDE O Firm Name: Spartan Contracting Corporation a Attn: Scott Kramer zT: 813.481.5778 i e-mail: skramer@spartancc.com ai w m a (9 w Z z 10 CLOSER AND LATCH SIDE, DOOR PROVIDED WITH BOTH ��O o� 1 v � ATM, DISPLAY FEATURES AND u: p REACHABILITY MUST CONFORM TO CBC — 0 --- AND ADA REQUIREMENTS. � F- du7 O 0 a� a 47" LINE OF REQUIRED p I Q a ^ I Issue Date &Issue Description By Check v o CLEARANCE I ,�.ryp, p •y V- 2'_0"MIN. 2'•0"MIN. _..._..._._ 1 03/23/18 Issue For Review A1B AFO d O — _ ----. -- o i 2 04/23/18 Issue For CD Review KS AFO/MS LATCH APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER 27" \ — — — — - - — — — — - 3 04/27/18 Issue For Permit KS MS 7777 ATM 47 LATCH APPROACH, PUSH SIDE ----- �- I- ------ /� ----� 4'-0.11 4 ----_ J Ll 11 MAX. 1, 2'-6" I 2',0" MIN. .L] d� ATM CLEARANCES 061 2 -$" MIN. LATCH APPROACH, PUSH SIDE. DOOR PROVIDED WITH CLOSER 0 SCALE: N.T.S. 'Seal/Signature 0 Ml Architect of Record, Mark Schroeder x Lic. # : AR0016438 oUC = 2 z OF LL ' � � 4 . •, �, rTh» w Q w " A 00 8 a)3'-0" MIN. %ems 7 . • a jy D,.. jp l VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL•+; U q THRESHOLDS �� REACH RANGES Project Name ,�, SCALE. N.T.S. LE. N.T.S. Bank Of America M O C° Zephyrhills Project Type ADA UpgradeE CLEAR WIDTH ANY A PUNT 8„ MIN NELSON Project Number 18.00358.00 Lobby 4" Description _ — — C� ESSIBILITY INFORMATION a I 1 EE z Scale 8L Sheet Number OP d zo P ( ? I I � M N + N lil ri r-1 N 11" MIN. " MAX. AOOm4O 46 PROTRUDING OBJECTS 04 KNEE AND TOE CLEARANCE �2 DOOR CLEARANCES o 1 0. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. RZ i INSULATE HOT WATER PIPES AND DRAIN TO PREVENT CONTACT 56" MIN. W/ WALL MOUNTED W.C. FAC 603.2.3 DOOR SWING: DOORS SHALL NOT SWING INTO THE CLEAR 1/32 II 2" 1/4" RADIUS TYP. T-0" MIN. 59" MIN. FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY 1/32" 6" FIXTURE. DOORS SHALL BE PERMITTED TO SWING W/ FLOOR MOUNTED W.C. INTO THE REQUIRED TURNING SPACE. 1/4" RADIUS LINE OF REQUIRED TYP. E CLEARANCE EXCEPTION 2: WHERE THE TOILET ROOM OR w BATHING ROOM IS FOR INDIVIDUAL USE AND A �/ MIRROR ¢ CLEAR -' CLEAR FLOOR SPACE COMPLYING WITH 305.3 IS - N x FLOOR `,-I° SPACE PROVIDED WITHIN THE ROOM BEYOND THE ARC - O — THE DOOR I DOORS 0 G 00 I PERMITTED TO WOF NG THE CLEAR FLOOR CLEARANCE REQUIRED FOR ANY FSPACE IXTURE. O T;--2 KNEE CLEARANCE 8" MIN, 17" MIN. CLEAR FLOOR z I SPACE O M I — 17" MAX. 48" MIN. 6" MAX TOE CLEARANCE 7" MIN. DEPTH Ir ce SINK OR VANITY 0� SCALE: N.T.S. *NOTE: EQUIPMENT PERMITTED IN SHADED AREA 5" 15" MAX. MIN. KNEE CLEARANCE 8" MIN. AX. MIN. I —CLEAR......., FLOOR F-7 SPACE CENTERED 1 AT FOUNTAIN I 48" MIN. M � M N O� H 6" MAX TOE CLEARANCE o M DRINKING FOUNTAIN �$ SCALE: N.T.S. *NOTE: EQUIPMENT PERMITTED IN SHADED AREA KNEE CLEARANCE 8" MIN. CLEAR FLOOR SPACE CENTERED AT LOW FOUNTAIN z � I M I 48" MIN. 6" MAX TOE CLEARANCE 5" 15" MAX. MIN. 54" MIN. 12" 42" MIN. �¢MW MAX. J > ------- '~¢ 1.5"CLEAR 24" MIN. 12" BELOW BAR I I MIN. TOILET FLUSH CONTROLS TO BE PAPER MOUNTED AT AN - - ACCESSIBLE HEIGHT AND � ciOn SO THAT THE OPERABLE M a' PART IS ON THE u, " rMn OPPOSITE SIDE OF THE CLOSEST SIDE WALL o 0 7-9 rL MULTI-USER TOILET �� SCALE: N.T.S. PROVIDE FASTENERS AND WALL REINFORCEMENT TO SUPPORT A 250# MIN POINT LOAD. 54" MIN. u�WO 12"M -- _ Y _ 4211ca — vO P J rn I D — — — — — TOILET PAPER - ;o 2 M I M M .-i U-) I r-. 7"-9" 1-4 NO OTHER FIXTURES OTHER THAN TOILET 16"-18" IN THIS AREA L 60" MIN. 36" 1 MIN. 24" 12" MIN. MIN. FLUSH CONTROLS TO I BE MOUNTED SO J THAT THE OPERABLE _� M PART IS ON THE M OPPOSITE SIDE OF THE CLOSEST SIDE WALL SINGLE USER TOILET 45 SCALE: N.T.S. 4'1 I I BLUE BACKGROUND WHITE INTERNATIONAL SYMBOL DECAL AT ACCESSIBLE ENTRY DOORS **NOTE: INSTALL PER BANK STANDARDS (V BLUE BACKGROUND Ql WHITE N ACCESSIBLE CORRESPONDING ENTRANCE RAISED BRAILLE ©' (GRADE 2) DIRECTIONAL SIGNAGE AT NON -ACCESSIBLE ENTRY DOORS, DIRECTION OF ARROW TO BE MODIFIED PER ACCESSIBLE PATH **NOTE: SEE DETAIL 2/A00.41 FOR MOUNTING REQUIREMENTS 0 00 oe u_ �W O W _3z W V O FIN. FLOOR W - W �k-- n W J 01 O O ~ U FIN. FLOOR NOTES: TACTILE SIGN - 1/4" PLASTIC WITH RAISED LETTERS & GRADE 2 INSTALL TACTILE SIGN ON LATCH SIDE OF DOOR AT EACH EGRESS DOOR BRAILLE, PAINTED WITH MATTE PAINT IN CONTRASTING COLOR. FOR ALL PROJECT TYPES. 2 RAISED CHARACTERS TO BE SANS SERIF, UPPER CASE FONT, 5/8" a BANK STANDARD SIGNAGE: MINIMUM, 2" MAXIMUM HEIGHT, RAISED 1/32" MINIMUM ABOVE MANUFACTURER: COMPLIANCE SIGNS BACKGROUND. MODEL: RPE-655_WHITE_ON_CHARCOAL GRAY 3 GRADE 2 BRAILLE DOTS SPACED 1/10" ON CENTER IN EACH CELL WITH PRODUCT NAME: EXIT/ENTRY - ADA ACRYLIC SIZE: 6"W X 4"H 2/10" SPACE BETWEEN CELLS, RAISED 1/40" MINIMUM ABOVE THE BACKGROUND. ALTERNATE TEXT & BRAILLE TO READ "EXIT ROUTE", "EXIT C BANK STANDARD SIGNAGE *ALTERNATE: STAIR DOWN", EXIT STAIR UP", EXIT RAMP DOWN OR EXIT RAMP UP", V MANUFACTURER: COMPLIANCE SIGNS AS NEEDED. REFER TO CBC SECTIONS 1003.2.8.6, 1117B.5.1 AND 1133B.4. MODEL: RSME-19471_WHITE_ ON CHARCOAL GRAY FOR ADDITIONAL INFORMATION AND REQUIREMENTS. PRODUCT NAME: EXIT/ENTRY - ADA ACRYLIC SIZE: 2"W X 8"H *AT STOREFRONT ONLY IF LIMITED WALL SPACE TACTILE EXIT SIGN �3 SCALE: N.T.S. N 1-4 WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR 6" 6" 6" 6" oi o, 6" 6" J CLEAR z U_ U_ 00 n 0 �66 a VVOM6EN MEN O P O I- o T F- CORRESPONDING GRADE 1" RADIUS CORNERS, WHITE ON BLACK WITH BRAILLE LETTERING 2 BRAILLE NOTE: MEN, WOMEN OR UNISEX RESTROOM SIGNAGE WHERE APPLICABLE FOR OTHER ACCESSIBLE ROOMS USE THE TERM 'ACCESSIBLE' ON SIGNAGE. HEIGHT OF LETTERING - 5/8" MIN. TO 2" MAX. GC TO MOUNT SIMILAR SIGNAGE AT A CONSISTENT HEIGHT WITHIN THE ADA COMPLIANT RANGE. RESTROOM SIGNAGE BY COMPLIANCE SIGNS; MODEL #RRE-130_150_PAIREDSET WHITE_ON_BLACK FOR SPECIFIC MENS AND WOMENS SIGNAGE ACCESSIBLE UNISEX RESTROOMS SHOULD USE MODEL # RRE-120_WHITE_ON_BLACK UNISEX RESTROOMS SHOULD USE MODEL# RRE-110-DCT-T24_WHITE_ON_BLACK ACCESSIBLE SD VIEWING ROOMS USE MODEL #RRE-190_WHITE_ON_BLACK ACCESSIBLE DIRECTIONAL EXIT USE MODEL # RRE-14759_WHITE_ON_BLACK **GC TO COORDINATE DIRECTION OF ARROW ACCESSIBLE INTERIOR SIGNAGE SCALE: N.T.S. -W-� ❑ J ¢ Z U O L4 (n z z w� w w wa W Q V z a LU Co (nw Uj w w V a a a V' W wCL 7 WJ Y 12 — z w0. aj W Wd LU e¢ Ce W o V,3:02: 2: _j R LL, 0 Uj < a a� Uj LU �u mQT z O oC x❑ O cn cn 6rao h00NAM V V� zn ti NOTES: ALL WALL MOUNTED GRAB BARS ARE TO BE MOUNTED 1 1/2" FROM WALL. ALL FIXTURES TO BE MOUNTED IN COMPLIANCE WITH ALL FEDERAL & LOCAL REQUIREMENTS & ORDINANCES. PROVIDE PIPE PROTECTION AT EXPOSED LAVATORY PIPES WITH ADA PIPE GUARD OR LAMINATED KICK PANEL, TYP. SURFACE MOUNTED FIXTURES ADJACENT TO THE TOILET TO BE PLACED UNDERNEATH GRAB BARS COMFORTABLY REACHED FROM A SEATED POSITION. ca M 0_ 9 M M Bank of America � %j ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUM./MANH. ID: FL2-019 • Nelco Architecture, Inc. a licensed affiliate Florida Certificate of Authorization Number: AA26000525 Architect: Client Representative: Firm Name: NELSON Firm Name: JLL Attn: Mark Schroeder Attn: Lisa Drees T: 404.881.1811 T: 813.624.4512 e-mail: mschroeder@nelsononline.com e-mail: lisa.drees@am.jll.com Engineering: Infinity Engineering Group, LLC Attn: Nisit Sapparkhao T: 813.830.2330 e-mail: nisit@iegroup.net General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com Issue I�.III Date & Issue Description IIIII�.IA L11.111 By L1 Check A 1 03/23/18 Issue For Review AJB AFO 2 04/23/18 Issue For CD Review KS AFO/MS 3 04/27/18 Issue For Permit KS MS ISeal/Signature Architect of Record, Mark Schroeder Lic. # : AR0016438 IProject Name Bank of America Zephyrhills IProject Type ADA Upgrade NELSON Project Number 18.00358.00 Description ACCESSIBILITY INFORMATION lScale & Sheet Number A HILO DRINKING FOUNTAIN O7 ACCESSIBLE SIGNAGE 04 RESTROOM FIXTURE MOUNTING HEIGHTS 0 SCALE: N.T.S. A00m41 OPEN OPEN ATM UNISEX UNISEX BREAK OFFICE OFFICE OFFICE ROOM LOBBY RESTROOM JANITOR RESTROOM ROOM KEY NOTES GRAPHIC SYMBOLS SHEET NOTES REMOVE ROLL -UP WALK OFF MAT AND DISPOSE DUE TO NON-COMPLIANCE. EXISTING PARTITION TO REMAIN A. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO REMOVE EXISTING ENTRY DOOR THRESHOLD. INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE W/ THE CONTRACT V (D REMOVE PORTION OF EXISTING TILE, AS INDICATED. EXISTING PARTITION TO BE REMOVED B. PRIOR TO DEMOLITION WORK, REVIEW ALL DRAWINGS W/ OWNER'S REPRESENTATIVE REGARDING DEMOLITION OR PRESERVATION OF ANY CRITICAL SYSTEMS AND HOW TO HANDLE THESE DURING THE GREMOVE EXISTING RESTROOM FIXTURES, FLOOR TILE/BASE, AND ACCESSORIES AS \6= EXISTING DOOR TO REMAIN DEMOLITION PERIOD. C. PRIOR TO DEMOLITION WORK CONSULT W/ DATA AND TELEPHONE COORDINATOR TO IDENTIFY SPECIFIC INDICATED. ITEMS TO BE LEFT IN PLACE. OREMOVE EXISTING SIGNAGE, DUE TO NON-COMPLIANCE. �1 D. GENERAL CONTRACTOR SHALL PROTECT AND MAINTAIN OPERATION OF ALL FIRE PROTECTION SYSTEMS AND DEVICES, INCLUDING BUT NOT LIMITED TO SMOKE DETECTION DEVICES, SPEAKERS AND FIRE ALARM �� k EXISTING DOOR TO BE REMOVED BOXES. ALL DEVICES DAMAGED DURING DEMOLITION SHALL BE IMMEDIATELY REPAIRED TO OPERATIONAL REMOVE PORTION OF EXISTING PARTITION, DOOR FRAME, AND DOOR, AS STATUS. ALL REPAIRS SHALL BE IN COMPLIANCE W/ ALL APPLICABLE CODES. V INDICATED. — — — — TO BE REMOVED AND DISPOSED E. COORDINATE ALL DEMOLITION WORK W/ THE BUILDING MANAGEMENT OFFICE; PROLONGED NOISY WORK REMOVE EXISTING COUNTER, LIGHT SWITCH, AND DUPLEX. F. SHALL BE DONE AFTER NORMAL WORKING HOURS. GENERAL CONTRACTOR SHALL ENSURE THAT DEMOLITION IS COORDINATED WITH NEW WORK, ALL REMOVE EXISTING DOOR LEVER HARDWARE, ALL OTHER HARDWARE COMPONENTS r— — — J FURNITURE ELEMENT TO BE REMOVED. SALVAGE OR DISPOSE PER OWNER'S G. DOCUMENTATION AND TRADES. GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS/ EQUIPMENT AS REQUIRED TO TO REMAIN. T DIRECTION. COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED WITHIN THESE (NELSON) DRAWINGS, SHADED LOCATIONS DEFINE AREA NOT OR AS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. ONLY WORKMEN SKILLED AND O REMOVE EXISTING QUEUE LINE. IN CONTRACT KNOWLEDGEABLE IN THEIR RESPECTIVE TRADES SHALL BE EMPLOYED IN THE DEMOLITION OF ANY WORK. GREMOVE PORTION OF TELLER STATION, AS INDICATED, TO PROVIDE NEW H. I. DEMOLITION & WASTE DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL CITY ORDINANCES. THE GENERAL CONTRACTOR SHALL MAINTAIN THE PREMISES CLEAN AND FREE OF RUBBISH DURING ACCESSIBLE STATION. REMOVE EXISTING UNDER COUNTER STEEL. SALVAGE AND XX KEYNOTE DEMOLITION. COORDINATE RUBBISH AND DEBRIS REMOVAL WITH THE BUILDING MANAGEMENT. PROTECT EXISTING QST AND MOUNTING BRACKET, AND COMPUTER STATION FOR J. EXISTING SECURITY/ACCESS CONTROL SYSTEM DEVICES (CARD READERS AND SENSORS) ARE EXISTING TO REUSE. REMAIN UNLESS NOTED OTHERWISE. 11 REMOVE EXISTING CEILING MOUNT EMERGENCY EXIT SIGN. Q FIRE EXTINGUISHER CANISTER K. GENERAL CONTRACTOR SHALL PERFORM ALL CUTTING, FITTINGS AND PATCHING REQUIRED TO RECEIVE THE WORK OF ALL TRADES AS INDICATED OR IMPLIED ON THE DRAWINGS OR NOTES. WORK SHALL BE GRELOCATE EXISTING FURNITURE TO ACCOMMODATE DOOR CLEARANCE, SEE A02.01. FEEC FIRE EXTINGUISHER CABINET KEPT TO AN ABSOLUTE MINIMUM AND SHALL DONE NEATLY AND WITHOUT DISTURBANCE TO ADJACENT WORK TO REMAIN. ROOM — ROOM NAME 101]-ROOM NUMBER Bank of America 410P" ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUMMANH. ID: FL2-019 NELSON Nelco Architecture, Inc. a licensed affiliate Florida Certificate of Authorization Number. AA26000525 Architect: Client Representative: Firm Name: NELSON Firm Name: JLL Attn: Mark Schroeder Attn: Lisa Drees T: 404.881 A811 T: 813.624.4512 e-mail: mschroeder@nelsononline.com e-mail: lisa.drees@am.jll.com Engineering: Infinity Engineering Group, LLC Attn: Nisit Sapparkhao T: 813.830.2330 e-mail: nisit@iegroup.net General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com IL Issue Date & Issue Description By Check 1 03/23/18 Issue For Review AJB AFO 2 04/23/18 Issue For CD Review KS AFO/MS 3 04/27/18 Issue For Permit KS MS Seal/Signature w Architect of Record, Mark Schroeder Lic. # : AR0016438 IProject Name Bank of America Zephyrhills NELSON Project Number 18.00358.00 Description DEMOLITION PLAN IScale & Sheet Number 0 4' 8' 16' SCALE: 3/16" = 1'-0" N A01 mOl FINISH SCHEDULE ACCESSIBLE OPEN OPEN ATM UNISEX UNISEX BREAK OFFICE OFFICE OFFICE ROOM LOBBY RESTROOM JANITOR RESTROOM ROOM MARK DISCRIPTION LAMINATE DESCRIPTION: HIGH WEAR LAMINATE MANUFACTURER: WILSONART COLOR NAME: WALLABY HW COLOR NUMBER: #D439-60HW FINISH: #60 MATTE WALK -OFF MAT VVM-m1 DESCRIPTION: RECESSED FLOOR MAT MANUFACTURER: REESE ENTERPRISES, INC STYLE: PERFEC MAT SIZE: DOUBLE DOOR- 68-1/4" V.T.F. x 6' 4" V.T.F. COLOR: POLYPROPYLENE BRUSH: GRAY TREAD FLAILS: ANODIZED ALUMINUM- CLEAR INSERT: 2" SQ. VINYL EDGE- BLACK GC NOTE: VERIFY TILE THICKNESS UPON DEMO. IF OVERALL THICKNESS IS LESS THAN 3/8" NOTIFY ARCHITECT PAINT ( P-4 ) DESCRIPTION: INTERIOR PAINT MANUFACTURER: BENJAMIN MOORE STYLE: OC-15 COLOR: BABY FAWN FINISH: EGGSHELL, SATIN IN RESTROOMS ---. P-4A DESCRIPTION: INTERIOR EPDXY WALL - COATING MANUFACTURER: DUR-A-FLEX PRODUCT NAME: DUR-A-WALL COLOR: COLOR MATCH TO BENJAMIN MOORE BABY FAWN *TO BE USED ON ALL WALLS IN RESTROOMS BASE (" B-2 DESCRIPTION: RUBBER WALL BASE MANUFACTURER: JOHNSONITE STYLE: 1/8" THICK, 4" HIGH COLOR NAME: GROUNDED COLOR NUMBER: 264 INSTALLATION: USE COVE BASE WITH RESILIENT FLOORING TRANSITION STRIP T_S-1 DESCRIPTION: CARPET/CERAMIC TILE TRANSITION _) MANUFACTURER: GENOTEK MODEL NO.: 233 63 SATIN SILVER PRODUCT NAME: FLEX VINYL COMPOSITE TILE DESCRIPTION: RESILIENT FLOOR TILE MANUFACTURER: ARMSTRONG SIZE: 12" X 12" COLOR NAME: TANNIN COLOR NUMBER: 59243 KEY NOTES GRAPHIC SYMBOLS SHEET NOTES FURNISH AND INSTALL NEW BANK STANDARD THRESHOLD, SEE 05/AO0.40 TO MEET THE FAC STANDARD. FURNISH AND INSTALL NEW BANK STANDARD VERTICAL TACTILE EXIT SIGN, SEE DETAIL 03/A00.41 FOR MOUNTING HEIGHTS AND SPECIFICATION. 1D FURNISH AND INSTALL NEW BANK STANDARD RECESSED WALK OFF MAT (WM-1) WITH TS-1 EDGE METAL TO DEFINE THE INSERT. SEE FINISH SCHEDULE. PATCH AND REPAIR SURROUNDING SURFACES DAMAGED OR EXPOSED DURING CONSTRUCTION. 0 FURNISH AND INSTALL NEW OCCUPANCY SENSOR SWITCH, SEE MEP DRAWINGS FOR SPECIFICATIONS. l�5 FURNISH AND INSTALL NEW DUPLEX RECEPTACLE, 9" ABOVE COUNTER. SEE MEP DRAWINGS FOR SPECIFICATIONS. (D FURNISH AND INSTALL NEW ACCESSIBLE BANK STANDARD LEVER HARDWARE. ALL OTHER HARDWARE COMPONENTS TO REMAIN. 1 PRIVACY SET: MANUFACTURER: SCHLAGE ND40S SPA: FINISH 626 FURNISH AND INSTALL ACCESSIBLE SIGNAGE WITH RAISED CHARACTERS AND BRAILLE INDICATING ROOM AS ACCESSIBLE, SEE 02/AOO.41. GINSTALL NEW BANK STANDARD QUEUE LINE SYSTEM. PROJECT MANAGER TO COORDINATE WITH FINANCIAL MERCHANDISING TEAM. PROVIDE NEW CH-27B BERNHARDT HELIUM CHAIR FOR CUSTOMER FACING ADA TELLER STATION. G PROVIDE NEW CH-513 STEELCASE TURNSTONE A LA CARTE CHAIR FOR BACK OF HOUSE FACING ADA TELLER STATION. 11 ADJUST THE DOOR CLOSER AT A MAXIMUM OPENING FORCE OF 5 LB TO MEET THE FAC STANDARD. ALTERNATE: REPLACE THE DOOR CLOSER WITH A UNIT THAT WILL NOT REQUIRE MORE THAN 5 LB TO OPERATE TO MEET FAC STANDARD. G PATCH AND REPAIR ADJACENT SURFACES DAMAGED OR EXPOSED DURING DEMOLITION. G RELOCATE SALVAGED FURNITURE, AS NECESSARY, TO ACCOMMODATE REQUIRED DOOR CLEARANCE. NNOMMEMM EXISTING PARTITION TO REMAIN NEW PARTITION A PARTITION TYPE, SEE AOO.30 EXISTING DOOR TO REMAIN NEW DOOR XX KEYNOTE FIRE EXTINGUISHER CANISTER F_EEC FIRE EXTINGUISHER CABINET ROOM ROOM NAME 101 ROOM NUMBER XXX DOOR TAG, SEE AOO.30 5' ADA TURN AROUND SPACE SHADED LOCATIONS DEFINE AREA NOT IN CONTRACT ALIGN ALIGN WITH ESTABLISHED SURFACES A. �4 B. EXTERIOR ELEVATION INDICATION C. D. ON ELEVATION SHEET WHERE SHOWN E. DIRECTION OF ELEVATION 4k�� SHEET WHERE SHOWN F. INTERIOR ELEVATION INDICATION G. A..---- -- -- LOCATION ON ROW WHERE SHOWN -- DIRECTION OF ELEVATION ON ELEVATION SHEET WHERE SHOWN SHEET WHERE SHOWN H. I. DETAIL NUMBER DESCRIPTION OF SIMILAR OR TYP. J. AREA TO BE DETAILED K. DIRECTION OF ELEVATION XX ON ELEVATION SHEET WHERE SHOWN L SHEET WHERE SHOWN M. 0 REVISION REFERENCE REVIEW GENERAL NOTES BEFORE COMMENCING WORK. IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, CERAMIC TILE, CARPETING TACKLES, PARTITIONS, ETC.) CAUSES UNEVENNESS OF SLAB, THE FLOORING VENDOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FINISHED FLOORING. PATCH AND REPAIR FIREPROOFING MATERIAL WHERE NECESSARY TO MAINTAIN REQUIRED FIRE RATING. ALL DIMENSIONS ARE TO FINISH FACE OF WALL U.N.O. DIMENSIONS SHOWN AS V.I.F. SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY IN DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK IN THAT AREA. NEW GYPSUM BOARD CONSTRUCTION ADJOINING EXISTING CONSTRUCTION IN THE SAME PLANE SHALLBE FLUSH WITH NO VISIBLE JOINTS, UNLESS OTHERWISE NOTED. DRYWALL FINISHING: COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND SPECIFICATIONS, EXCEPTION: COMPLY WITH MORE STRINGENT REQUIREMENTS OF GYPSUM ASSOCIA11ON GA-216 RECOMMENDED SPECIFICATION FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD. CONTRACTOR SHALL COORDINATE PLACEMENT OF BLOCKING FOR MILLWORK, LIGHTS, WHITE BOARDS, ETC. PRIOR TO CLOSING WALLS. PENETRATIONS IN GYPSUM BOARD CONSTRUC11ON ABOVE FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE AT ACOUSTICAL PARTITIONS AND AT DEMISING PARTITIONS, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL COORDINATE STUD LOCATIONS W/OUTLET DIMENSIONS PRIOR TO CLOSING WALLS W/ G.W.B. WHERE A CHANGE OF PLANE OF 1/4—INCH OR MORE OCCURS, SUBMIT N011FICATION OF THE INSTANCE AND RECOMMENDA11ON FOR PROVIDING A CORREC11ON AND SMOOTH TRANSITION, TO THE A/E FOR REVIEW. SEAL FLOOR PENETRATIONS TO LIKE NEW SLAB CONDITION TO MATCH EXISTING CONSTRUCTION. PATCH AND REPAIR: EXISTING CONSTRUCTION WHERE AFFECTED BY DEMOLITION WORK SHALL BE PROPERLY RESTORED, ALIGNED AND REPAIRED SO AS TO LEAVE NO EVIDENCE OF DEMOLITION OR REMODELING WORK. AREAS OUTSIDE OF THE CONTRACT LIMITS AFFECTED BY DEMOLITION AND NEW CONSTRUCTION TO BE REPAIRED SO AS TO LEAVE NO EVIDENCE OF THE WORK. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. Bank of America ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUM./MANH. ID: FL2-019 Nelco Architecture, Inc. a licensed affiliate Florida Certificate of Authorization Number: AA26000525 Architect: Client Representative, Firm Name: NELSON Firm Name: ILL Attn: Mark Schroeder Attn: Lisa Drees T: 404.881.1811 T: 813.624.4512 e-mail: mschroeder@nelsononline.com e-mail: lisa.drees@am.jll.com Engineering: Infinity Engineering Group, LLC Attn: Nisit Sapparkhao T: 813.830.2330 e-mail: nisit@iegroup.net General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T' 813.481.5778` e-mail: skramer@spartancc.com �U Issue Date & Issue Description By Check 1.■III Ills 1II 1111■11 lwllllllllwrllrl■I■Illw,ll 1 I�Iw.0 II■III■Irwwrw�w��lww 03/23/18 Issue For Review AJB AFO 2 04/23/18 Issue For CD Review KS AFO/MS 3 04/27/18 Issue For Permit KS MS ISeal/Slgnnature �� wrllllrin■moll Ilwrnrwnul Architect of Record, Mark Schroeder Lic. # : AR0016438 J 3c) 1k E IProject Name il�l�l�l I■If IIIIIIIwIL011lll■■rw Bank of America Zephyrhills Project Type � I■LIII.■IIwIA•wwwllr■I■Illlwllr�lllwl ADA Upgrade NELSON Project Number �I�I I I I l.rl �.■.� Ill�wrl 18.00358.00 Description CONSTRUCTION PLAN ' Scale & Sheet Number ��■w Ilwlllllllr llllw�l*Illrwl.rlwllllw 0 4' 8' 16' SCALE: 3/16" = 1'-0„ N A02m01 FIXTURE AND ACCESSORY SCHEDULE 54" MIN. " MAX, 42" MIN. 7, _91. W> U 0 w ' w :.Ix--- _ U o ooW m ► 0 Q - w NCD 0 J LL 00 CoW I I 1 T 0C B-2 RESTROOM ELEVATION O SCALE: 1/2"=1'-0 G 15" CLEAR .__ P-4A 36" 0 24" 12" B-2 1_ 16"-18" RESTROOM ELEVATION 02 SCALE: 1 /2"=1 "-0 .E *SHADED FIXTURES AND ACCESSORIES NOT USED. *REFER TO 1/A00.41 FOR REQUIRED MOUNTING HEIGHTS. MARK DESCRIPTION MANUFACTURER MODEL NO. FINISH NOTES O 42" HORIZONTAL GRAB BAR BOBRICK B-6806 X 42 SATIN STAINLESS 1-1/2" DIAMETER SERIES STEEL O 36" HORIZONTAL GRAB BAR BOBRICK B-6806 X 36 SATIN STAINLESS 1-1/2" DIAMETER SERIES STEEL FAUCET TYPE F-A, KEENEY 570OPC DRAIN, 301PC P-TRAP, O4 WALL MOUNTED SINK KOHLER SOHO K-2054 WHITE TRUEBRO LAV GUARD. PROVIDEASSE 1070 THERMOSTATIC MIXING VALVE, SET OUTLET TEMPERATURE TO 110 F. OLAVATORY FAUCET ZURN Z-7440-XL-FC POLISHED CHROME 0.5 GPM VANDAL RESISTANT AERATOR ADA COMLIANT OLAV GUARD 2 TRUEBRO, INC E-Z SERIES WHITE SOFT, RESILIENT MOLDED VINYL PIPE PROTECTION OMIRROR BOBRICK B-165 2436 POLISHED FRAME 24" X 36" MIRROR WITH STAINLESS STEEL CHANNEL FRAME O SOAP DISPENSER BOBRICK B-2111 SATIN STAINLESS SURFACE MOUNTED SOAP DISPENSER STEEL 11 PAPER TOWEL DISPENSER/TRASH BOBRICK B-380349 SATIN STAINLESS SURFACE MOUNTED, 13"W X 55 1/8"H X 4-5/8"D MOUNT UNIT ON WALL W/ (6) #8 X 1-1/4" SHEET -METAL STEEL RECEPTACLE SCREWS: SEE MANUFACTURES INSTRUCTIONS 13 SANITARY NAPKIN BOBRICK B-254 SATIN STAINLESS SURFACE MOUNTED, 15-1/8"H X 10-11/16"W X 4-1/16"D DISPOSAL STEEL DOUBLE ROLL TOILET SURFACE/PARTITION MOUNTED, 2-3/4"H X 12-1/4"W X 16 TISSUE DISPENSER BOBRICK B-265 BRIGHT POLISHED 4-1/4"D 17 TOILET SEAT -COVER BOBRICK B-221 SATIN STAINLESS SURFACE/PARTITION MOUNTED, 11"H X 15-3/4"W X 2"D DISPENSER STEEL PRESSURE ASSIST 1.6GPF TANK TYPE, MODEL K-3493-RA FOR 18 TOILET KOHLER K-3519-0 WHITE RIGHT HAND LEVER: K-3493 FOR LEFT HAND LEVER 19 TOILET SEAT KOHLER K-4650-0 WHITE ELONGATED OPEN FRONT SEAT SURFACE MOUNTED UTILITY PROVIDE (1) HOOK PER DOOR AND/OR STALL. INSTALL AT 48" 23 BOBRICK B-670 POLISHED MAXIMUM TOP OF HOOK. SEE MANUFACTURES INSTALLATION HOOK GUIDE FOR DIFFERENT DOOR TYPES 26 ACCESSIBLE RESTROOM VARIES- SEE BLACK BACKGROUND UNISEX: RRE-120_WHITE ON_BLACK SIGNAGE COMPLIANCE SIGNS NOTES WITH WHITE SEE 2/A00.41 FOR REQUIRED MOUNTING HEIGHTS GRAPHIC & TEXT 27 RESTROOM SIGNAGE COMPLIANCE SIGNS VARIES- SEE BLACK BACKGROUND UNISEX: RRE-110_WHITE _ ON_ BLACK NOTES WITH WHITE SEE 2/A00.41 FOR R GRAPHIC & TEXT KEY NOTES SHEET NOTES OFURNISH AND INSTALL ACCESSIBLE SIGNAGE WITH A. ALL GYPSUM WALL BOARD WALLS RAISED BRAILLE INDICATING ROOM AS ACCESSIBLE TO BE PAINTED P-4, LINO. UNISEX RESTROOM, SEE 02/A00.41. ALL GYPSUM WET WALLS TO BE PAINTED P-4A. OFURNISH AND INSTALL ACCESSIBLE SIGNAGE WITH RAISED BRAILLE INDICATING ROOM AS UNISEX B. USE MOISTURE RESISTANT GYPSUM RESTROOM, SEE 02/A00.41. BOARD BEHIND TOILET AND LAVATORY. Q FURNISH AND INSTALL NEW MOTION SENSOR SWITCH, SEE ELECTRICAL DRAWINGS FOR DETAILS. REFER TO C. REFER TO SPECIFICATIONS FOR 07/A00.40 FOR REQUIRED MOUNTING HEIGHT. TOILET ACCESSORY PRODUCT INFORMATION. O FURNISH AND INSTALL ACCESSIBLE SIGNAGE WITH RAISED BRAILLE INDICATING ROOM AS EMPLOYEE D. ALL TOILET ACCESSORIES SHALL BE ONLY, SEE 02/A00.41. MOUNTED ACCORDING TO THE AAG STANDARD. SEE FOR O FURNISH AND INSTALL NEW GFCI DUPLEX S. MOUNTING REQUIREMENTS. MO RECEPTACLE, 44" A.F.F.. SEE MEP DRAWINGS FOR SPECIFICATIONS. E. CONTRACTOR TO PROVIDE BLOCKING IN WALLS FOR ALL O PLUMBING CONTRACTOR TO ENSURE THAT EXISTING TOILET ROOM ACCESSORIES AS ELECTRIC TANK WATER HEATER IS IN GOOD WORKING REQUIRED. CONDITION AND THAT HOT WATER IS PROVIDED TO FIXTURES. REPLACE UNIT AS NECESSARY. F. CONTRACTOR TO PROVIDE IN WALL BLOCKING FOR SINK, TOILET, AND URINAL AS RE HIRED Q ENLARGED RESTROOM PLAN 1 SCALE: 1/2"=V-0 Bank of America lloiw ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUMIMANH. ID: FL2-019 NELSON Nelco Architecture, Inc. a licensed affiliate Florida Certificate of Authorization Number: AA26000525 Architect: Client Representative: Firm Name: NELSON Firm Name: ILL Attn: Mark Schroeder Attn: Lisa Drees T: 404.881.1811 T: 813.624.4512 e-mail: mschroeder@nelsononline.com e-mail: lisa.drees@am.jll.com Engineering: Infinity Engineering Group, LLC Attn: Nisit Sapparkhao T: 813.830.2330 e-mail: nisit@iegroup.net General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com IZL Issue Issue Date & Description By Check _ 1 03/23/18 Issue For Review AIB AFO 2 04/23/18 Issue For CD Review KS AFO/MS 3 04/27/18 Issue For Permit KS MS ISeal/Signature Architect of Record, Mark Schroeder Lic. # : AR0016438 IProject Name Bank of America Zephyrhills ADA Upgrade INELSON Project Number 18.00358.00 IDescription ENLARGED RESTROOM PLAN AND INTERIOR ELEVATIONS IScale & Sheet Number 0 1'-0" 2"-0" 4"-0" N SCALE: 112" - P-0" A08m01 OCe 0 o H z z� (D U-) 1� Q x w AW SECTION AT ACCESSIBLE TELLER STATION Q7 SCALE: 1 "=1'-q EQ. EQ. U_ �Ic OC O� H — 2 H � �L z � H V J �x Q LL SECTION AT ACCESSIBLE TELLER STATION O SCALE: 1 "=1'-O PLASTIC LAMINATE, PL-13, BACK AND SIDE SPLASHES AS INDICATED ON ELEVATION. PLASTIC LAMINATE COUNTERTOP, _ PL-13, SELF -EDGE, SCRIBE TO tD WALL AND CAULK WITH COLOR TO MATCH LAMINATE. METAL ANGLE ON BOTH SIDES. PAINT FINISH TRIM TO MATCH ADJACENT WALL. 9 PLASTIC LAMINATE, PL-13, SUPPORT AS INDICATED ON ELEVATION. SCHEDULED BASE. PATCH AND REPAIR ADJACENT SURFACES DAMAGED OR EXPOSED DURING DEMOLITION. BACKSPLASH AND SIDE WALL PROTECTOR FOR SAFE DEPOSIT BOX OPENING, PL-13. PLASTIC LAMINATE COUNTERTOP, PL-13, 18" DEEP, U.N.O., WITH 18" HIGH BACK AND SIDE SPLASHES. CONTINUOUS SUPPORT AT BACK WALL, METAL ANGLE SUPPORTS AT SIDE WALLS. PROVIDE HEAVY DUTY PLASTIC LAMINATE SUPPORT BRACKETS, PL-13, SEE 3/Al2.01 FOR REQUIRED CLEARANCES. PLASTIC LAMINATE EQUIPMENT ENCLOSURE, TO MATCH EXISTING ADJACENT PANELS. 1/4" THICK CLEAR ACRYLIC GUARD RABBETED INTO MILLWORK ON BOTH SIDES. TOP AND BOTTOM EDGES TO BE EASED AND POLISHED. PROVIDE ALUMINUM BOTTOM CHANNEL FOR RIGIDITY. ADA SIT DOWN PEDESTAL, DIEBOLD, SD-3-LL, 00-022047-L-00, 18-11/16'"W X 18-11/16"D X 28-1/2" H, PROVIDED BY OWNER'S REPRESENTATIVE, GC TO COORDINATE INSTALLATION. ADA STORAGE PEDESTAL, DIEBOLD, 41-018855-000-C, 10"W X 18-11/16"D X 28-1/2"H. PROVIDED BY OWNER'S REPRESENTATIVE. GC TO COORDINATE INSTALLATION. 07 y 05 Al2.01 YA12.01NEW EXISTING MILLWORK MILLWORK EQ '-0" CLR. I EQ LIGN-i U_ 00 o F- z z� 14 aX 7N w] L w �n z Z i--- w L� U �-� - d- U 0 0 U N ON ' o N w REAR ELEVATION AT ACCESSIBLE TELLER STATION O SCALE: 1 "=1'-0 U_ ` OC a. 5 O F_ - F H re Fz I J Q L i c RELOCATED QST FRONT ELEVATION AT ACCESSIBLE TELLER STATION o,4, SCALE: 1 "=1'-0 2" BLACK PLASTIC GROMME1 WITH CAP FOR CABLE MANAGEMENT, TYP. OF 2 06 �01 2'" %LIGN J Bank of America '%j ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUM./MANH. ID: FL2-019 &4 lkla__ Nelco Architecture, Inc. a licensed affiliate Florida Certificate of Authorization Number: AA26000525 Architect: Client Representative: Firm Name: NELSON Firm Name: JLL Attn: Mark Schroeder Attn: Lisa Drees T: 404.881.1811 T: 813.624.4512 e-mail: mschroeder@nelsononline.com e-mail: lisa.drees@am.jll.com Engineering: Infinity Engineering Group, LLC Attn: Nisit Sapparkhao T: 813.830.2330 e-mail: nisit@iegroup.net General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com IL� Issue I I 1 1 Date & Issue Description I IIIIII.111�1�.-I By I 111111�-11^I Check 1 03/23/18 Issue For Review AJ13 AFO 2 04/23/18 Issue For CD Review KS AFO/MS 3 04/27/18 Issue For Permit KS MS ISeal/Signature Architect of Record, Mark Schroeder Lic. # : AR0016438 Project Name Bank of America Zephyrhills IProject Type ADA Upgrade NELSON Project Number 18.00358.00 IDescription MILLWORK DETAILS IScale & Sheet Number Al2w0l N SECTION AT PRIVATE VIEWING COUNTER 03 ELEVATION AT PRIVATE VIEWING ROOM 02 ENLARGED ACCESSIBLE TELLER STATION Q 1 SCALE: 1 "=1'-t7 o: l M ii'i�, ile n�P a 0 N I {, MINOR . XX IXNNXNIalltltllalltlaltll tlIn,XXtlaXI.XXa. .>_,,��.,X,„„aa pµp aXIM41N4 X .,E. c,.xuc u:.0 a uu..wu X' o ril;lu:il IIIIIIIII NI I tl II II NmaIIIXPtlIbINWtl IWItlIIaWWaa�l�l00 "' " ...pll BANK OF AME]L IRA �4I��III1j41N�li DEMOLITION PLAN SCALE 1"=10' 1 LEGEND: CONCRETE SIDEWALK TO BE SAWCUT AND REMOVED ASPHALT PAVEMENT TO BE REMOVED EXISTING CONCRETE TO REMAIN EXISTING TO BE REMOVED EXISTING TO REMAIN DEMOLITION NOTES: 1. THE CONTRACTOR SHALL CHECK PLANS AND FIELD CONDITIONS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 2. ALL EXISTING IMPROVEMENTS ARE TO REMAIN UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN AREA OF WORK TO BE PERFORMED PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON -SITE OR OFF -SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED. 4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 5. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, THE CONTRACTOR SHALL COMPLY WITH REGULATIONS. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF ITS PERSONNEL. LABOR SAFETY REGULATIONS SHALL BE AS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF LABOR. 6. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. KEYED NOTES: 0 EXISTING BANK OF AMERICA BUILDING ENTRANCE AND ATM. I(D EXISTING ASPHALT PAVEMENT TO BE SAWCUT AND REMOVED. BASE AND SUB -BASE TO BE REMOVED AND FILLED WITH CLEAN FILL IN AREAS OF PROPOSED LANDSCAPE. SEE SITE PLAN, SHEET CO2.01. (J EXISTING CONCRETE SIDEWALK AND RAMPS TO BE SAWCUT AND REMOVED. EXISTING CONCRETE CURB TO BE SAWCUT AND REMOVED. TWO (2) EXISTING HANDICAP PARKING SIGNS TO BE REMOVED. OEXISTING CONCRETE WHEEL STOP TO BE REMOVED (TYPICAL OF 12). O EXISTING AWNING AND COLUMN SUPPORT TO BE REMOVED AND REINSTALLED. EXISTING IRRIGATION VALVE TO BE RELOCATED BEHIND NEW SIDEWALK/CURB LINE. 0 EXISTING SIGN TO BE REMOVED. 10 EXISTING LANDSCAPE TO BE REMOVED. 11 EXISTING GUARDRAIL TO BE REMOVED. KEY PLAN NTH 5TREFT W - W AREA OF WORK i I CALL BO'LrLEVAR D SCALE IiiiliiiiI I II 0' 10' 2030' Bank of America �ow ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUMJMANH. ID: FL2-019 Nelco Architecture, Inc. a licensed affiliate Florida Cerlicate of Authorization Number: AA26000525 Architect: Client Representative: Firm Name: NELSON Firm Name: ILL Attn: Mark Schroeder Attn: David Berrios T: 404.881.1811 Tel.: 813.245.0909 e-mail: mschroeder@nelsononline.com e-mail: David.Berrios@am.jll.com Engineer: Firm Name: Infinity Engineering Group, LLC. Attn: Brett Nevaril 1208 E Kennedy Blvd, STE 230 Tampa, FL 33602 T: 813.434-4770 e-mail: brett@iegroup.net Certification of Authorization #27889 General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com IL� Issue Date & Issue Description By Check 1 04/23/18 Issue For Review PV BN 2 04/27/18 Issue For Permit RG BN Seal/Signature NISIT SAPPARKHAO, P.F. FL REG. NO. 64085 fi NO 4 85Or v y r-33 ST E OF Z DATE'" Project Name Bank of America Zephyrhills IProject Type ADA Upgrade lNELSON Project Number I IIIIII 18.00358.00 / 10-65.439 lDescription DEMOLITION PLAN IScale & Sheet Number AS INDICATED C01 M01 LEGEND: OOOOOOD00000000000 OOOOOOOOOD0000000, D00000000000000000 DETECTABLE WARNING PROPOSED CONCRETE EXISTING CONCRETE PROPOSED ASPHALT PAVEMENT EXISTING CURBING PROPOSED CURBING H/C AND PARKING STRIPING LANDSCAPE NOTE: ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL HAVE THE TURF RESTORED TO EXISTING CONDITIONS (OR BETTER), UNLESS OTHERWISE INDICATED IN THE PLANS OR SPECIAL PROVISIONS. IRRIGATION NOTE: CONTRACTOR TO MAKE ADJUSTMENTS TO IRRIGATION AS NEEDED. EXPANSION JOINT NOTE: CONTRACTOR TO INSTALL EXPANSION JOINTS ALONG ALL NEW SIDEWALK WHEN ABUTTING NEW AND EXISTING STRUCTURES AND EXISTING CONCRETE SIDEWALKS. KEYED NOTES: 0 BANK OF AMERICA BUILDING ENTRANCE AND ATM. 1 1/2" TYPE S-III ASPHALT PAVEMENT. SEE GRADING PLAN & DETAILS, SHEETS CO3.01 & C12.01. 6" BLACK TINTED CONCRETE PAVEMENT. MAXIMUM ALLOWABLE SLOPE SHALL BE 2.00% ALL DIRECTIONS WITHIN HANDICAP PARKING. SEE GRADING PLAN & v DETAILS, SHEETS CO3.01 & C12.01. LAMBERT CORPORATION DEEP BLACK - 3% TINT. COLOR SHALL BE PRE -MIXED BY CONCRETE VENDOR. �J CONCRETE SIDEWALK TO MATCH EXISTING & PROPOSED GRADES. SURFACE SLOPES NOT TO EXCEED 2.00% ALL DIRECTIONS. SEE GRADING PLAN & DETAILS, SHEETS CO3.01 & C12.01. CONCRETE SIDEWALK TO MATCH EXISTING & PROPOSED GRADES. SURFACE SLOPES NOT TO EXCEED 5.00% RUNNING AND 2.00% CROSS SLOPES. SEE `:J GRADING PLAN & DETAILS, SHEETS CO3.01 & C12.01. SAWCUT A 1/4" CONTROL JOINT AS SHOWN. NEW CONTROL JOINT DEPTH MUST OBE A MINIMUM OF 25% OF THE OVERALL SLAB DEPTH AND BE PERFORMED WITHIN 12 HR OF POUR. (TYPICAL). SEE DETAIL, SHEET C12.01. O7 EXPANSION JOINTS (TYPICAL). SEE DETAIL, SHEET C12.01. O 6"X18" VERTICAL CURB (TYPICAL) WITH 2' TRANSITION AT PATHWAYS. SEE DETAIL, SHEET C12.01. O TWO (2) NEW VAN ACCESSIBLE HANDICAP SIGNS WITHIN BOLLARDS. SEE DETAIL, SHEET C12.02. 10 TWELVE(12) BOLLARDS. SEE DETAIL, SHEET C12.02. 11 REINSTALLED AWNING AND COLUMN. 12 STUB 3-INCH PVC DOWNSPOUT THRU FACE OF SIDEWALK. 13 RELOCATED IRRIGATION VALVE. 14 NEW LANDSCAPE MATERIAL. SEE RESURFACING PLAN, SHEET CO2.02. SCALE IIIIIIIIIII I 0' 10' 20 30' Bank of America �%j ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUM./MANH. ID: FL2-019 Nelco Architecture, Inc. a licensed affiliate Florida Certficate of Authorization Number: W6000525 Architect: Client Representative: Firm Name: NELSON Firm Name: ILL Attn: Mark Schroeder Attn: David Berrios T: 404.881.1811 Tel.: 813.245.0909 e-mail: mschroeder@nelsononline.com e-mail: David.Berrios@am.jll.com Engineer: Firm Name: Infinity Engineering Group, LLC. Attn: Brett Nevaril 1208 E Kennedy Blvd, STE 230 Tampa, FL 33602 T: 813.434-4770 e-mail: brett@iegroup.net Certification of Authorization #27889 General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com IL� Issue Date & Issue Description By Check 1 04/23/18 Issue For Review PV BN 2 04/27/18 Issue For Permit RG BN ISeal/Signature NISIT SAPPARKHAO, P.E. FL REG. NO. 64085 . \� .. v� , No 4085 �•. ST E OF •�:�<CI`aAN Project Name Bank of America Zephyrhills IProject Type ADA Upgrade INELSON Project Number 18.00358.00 / 10-65.439 IDescription SITE PLAN IScale & Sheet Number AS INDICATED CO2mOl I IR/ITC - n. 0 O 1 M, MI0r Z: BANK OF AMERICA N 12 9 \ 9 N 8 TO' 4 e N oW 7 ow •- v) I o Z O 2 7 1 2 Q a 12 12 ��� 8 nQ U)U) 10' 10' 10' 12' 5' 12' 9' T,P LIMITS OF 3 ASPHALT � SEAL COAT RESURFACING PLAN SCALE 1"=20' SITE PLAN GENERAL NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF BUILDING. 2. BUILDING AND SIDEWALK DIMENSIONS ARE TO OUTSIDE EDGE OF WALL 3. ALL TIES TO THE PROPERTY LINE ARE BASED ON THE BOUNDARY & TOPOGRAPHIC SURVEY- 4. ALL CURB RADIUS ARE 3' UNLESS OTHERWISE NOTED. KEYED NOTES: OASPHALT PAVEMENT TO BE SEAL COATED. PER NOTE THIS SHEET. ONEW HANDICAP ACCESS AISLE. SEE DETAIL, SHEET C12.01. 6-INCH WHITE PAINTED STRIPE. ONEW 24-INCH "WHITE" PAINTED STOP BAR. NEW "WHITE" PAINTED DIRECTIONAL ARROWS (TYPICAL). ONEW 6-INCH "DOUBLE YELLOW" PAINTED STRIPING. OTWO (2) NEW HANDICAP PARKING SPACES. SEE DETAIL, SHEET C12.01. OINTO CLEAN FILL AND FLORATAM SOD TO MATCH EXISTING. CONTRACTOR TO TIE EXISTING IRRIGATION AND EXTEND AS REQUIRED TO PROVIDE 100% COVERAGE. THIRTY-SEVEN (37) 1-GALLON LIRIOPE PLANTS WITHIN NEW LANDSCAPE AREAS AT 2-FEET OFF CENTER- TIE INTO EXISTING IRRIGATION SYSTEM AND l�J INSTALL NEW DRIP IRRIGATION. INSTALL NEW CYPRESS MULCH. MULCH TO A DEPTH OF 3-INCHES. 10 NEW R1-1 "STOP" SIGN AND FOUNDATION. SEE DETAIL, SHEET C12.02. 0NEW "STOP" AND "DO NOT ENTER" SIGN WITH FOUNDATION. SEE DETAIL SHEET C12.02. 12 ELEVATED CURBING/SIDEWALK IS TO BE PAINTED (2-COATS) "SAFETY YELLOW" 6-INCHES ON TOP AND COMPLETE FACE OF SIDEWALK. SCALE LEGEND: DIRECTIONAL ARROW (� HANDICAP PARKING PROPOSED CURB EXISTING CONCRETE PROPOSED CONCRETE PROPOSED ASPHALT PAVEMENT REMOVAL/REPLACEMENT PROPOSED SEAL COAT • .. — ... PROPERTY LINE MAINTENANCE — SITE WORK: 1. FILL ALL CRACKS WITHIN ASPHALT PAVEMENT TO REMAIN. 2. SEAL COAT AND RE -STRIPE REMAINING PARKING LOT TO MATCH EXISTING STRIPING AND PAVEMENT MARKINGS UNLESS OTHERWISE SPECIFIED ON PLANS. SEAL COAT NOTE: ALL ASPHALT PAVEMENT WITHIN PROPERTY IS TO BE "BLACKED OUT" BY SEAL COATING EXISTING ASPHALT PAVEMENT. MANUFACTURER: SEALMASTER PAVEMENT PRODUCTS & EQUIPMENT PRODUCT: SEALMASTER POLYMER MODIFIED COAL TAR SEALER (PMCTS) APPLICATION RATE OF MIXED PMCTS: 1-GALLON PER 70 SQUARE FEET SAND MIX: 40-70 MESH AFS / 400 LBS PER 100 GALLONS OF PMCTS CONCENTRATE ASPHALT PREPARATION NOTE: CONTRACTOR SHALL PRESSURE WASH AND POWER SWEEP ALL ASPHALT PAVEMENT PRIOR TO ASPHALT OVERLAY AND SEAL COAT. STRIPING NOTE: • ALL DRIVE -AISLE PAVEMENT MARKINGS IS TO BE PAINT STRIPES. • ALL PARKING STRIPING IS TO BE 6" WIDE PAINT STRIPES. PARKING DATA: EXISTING PARKING: 35 STANDARD SPACES, 2 HANDICAP SPACES PROPOSED PARKING: 35 STANDARD SPACES, 2 HANDICAP SPACES WHEEL STOP NOTE: ALL ON -SITE WHEEL STOPS TO BE REMOVED PRIOR TO ASPHALT SEAL COAT AND REINSTALLED UPON COMPLETION OF ASPHALT SEAL COAT. ELEVATED CURB/SIDEWALK PAINT: • EXISTING/PROPOSED PARKING CURBS AND RAMPS SHALL BE PAINTED WITH CONTRAST COLOR "YELLOW" TO HIGHLIGHT ELEVATION CHANGES FOR PEDESTRIANS. REFER TO SECTION 32 17 23 FOR SLIP RESISTANT PAINT SPECIFICATION. • SECOND COAT TO BE APPLIED AT LEAST 30 DAYS AFTER FIRST COAT. I I -Li h i l l I I of 20' 40' 60' KEY PLAN 7TH STREET F + + + + + f + x IIIIIIIII IIIIIII GALL BOULEVARD Bank of America �%j ADA- ZEPHYRHILL S 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUM./MANH. ID: FL2-019 Nelco Architecture, Inc. a licensed affiliate Florida Cerfficate of Authorization Number: M26000525 Architect: Client Representative: Firm Name: NELSON Firm Name: JLL Attn: Mark Schroeder Attn: David Berrios T: 404.881.1811 Tel.: 813.245.0909 e-mail: mschroeder@nelsononline.com e-mail: David.Berrios@am.jll.com Engineer: Firm Name: Infinity Engineering Group, LLC. Attn: Brett Nevaril 1208 E Kennedy Blvd, STE 230 Tampa, FL 33602 T: 813.434-4770 e-mail: brett@iegroup.net Certification of Authorization #27889 General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com lZnIII, Issue Date & Issue Description By Check 1 04/23/18 Issue For Review PV BN 2 04/27/18 Issue For Permit RG BN ISeal/Signature �aal�rr�R NISIT SAPPARKHAO, P.E. FL REG. NO. 64085 No 085 low = : yt • 1r: 2013 :� STAT OF W„ p. V, Al N A\- � DATE IProject Name Bank of America Zephyrhills IProject Type III ADA Upgrade lNELSON Project Number 18.00358.00 / 10-65.439 IDescription RESURFACING PLAN Scale & Sheet Number AS INDICATED CO2w02 I G X_' I ' I . u,�ua.�nmmuavr u�:ouwiuuu�omuwuwuruir�,s�,amuuul uuui i ^: i y, u LL s O C) 0 1 77 ^I °r ir I II,III BANK OF AMERICA g I f1 ryiq ^ u lL 'u k hh I�IIi IIti'i ll: '�� tii i � �� 41 qi II u W , � � IIII PII� C'7 ,Ily' i M I FEE 87. $7. FEE �' A" 87.70 Z 87.70 J- - - - - -1_ 88.10 87.75 87.75 7.85 L J 87.60 87.25 87.25 - - "- - - 2 GMEG 85. 88.15 - - - - - - - - - - 7171 .� Illh ue I I ,I 1 3 2 2 1 2 2 2� 2 2 �.- II!Id'' 87.55 I 87.20 I�FT _ 86I ... 88160 0 86.50 MEG 8 7.55 7.20 7886.0 II I MEG 5.5 I I I 85.59 I'l IMEG 87.4 M s :. LEGEND: ;,-�nn0400p6ti Cr tx e?UiJ (76Ki DETECTABLE WARNING EXISTING CONCRETE ..' : PROPOSED CONCRETE PROPOSED CURB EXISTING CURBING HIGH POINT EXISTING GRADE 17.50 1 PROPOSED TOP OF CONCRETE ELEVATION IN FEET. 17.00 PROPOSED EDGE OF PAVEMENT ELEVATION IN FEET. 17.15 PROPOSED EDGE OF PAVEMENT ELEVATION IN FEET. F.F.E. FINISH FLOOR ELEVATION MEG MATCH EXISTING GRADE TOC TOP OF CONCRETE PROPOSED SURFACE FLOW GRADING NOTE: • ADJUST EXISTING BASE THICKNESS DEPTH AS NEEDED TO MEET THE PROPOSED GRADES. • CONTRACTOR TO MAINTAIN EXISTING DRAINAGE PATTERN TO PREVENT ANY PONDING AREA. • ALL FINISHED LANDSCAPING TO HAVE A SLOPE NO MORE THAN 33.33% (1 TO 3) UNLESS OTHERWISE SPECIFIED. ADA ACCESSIBILITY NOTE: 1. ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS (THIS INCLUDES RUNNING SLOPE AND CROSS SLOPE). 2. AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO ALL BUILDING ENTRANCES MUST BE PROVIDED, THIS ACCESS ROUTE SHALL BE A MINIMUM OF 48" WIDE. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. 3. SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS). NO RAMP SHALL EXCEED AN 8% RUNNING SLOPE OR 2% CROSS SLOPE. 4. IT WILL BE THE RESPONSIBILITY OF THE GENERAL. CONTRACTOR TO ENSURE THAT THE HANDICAP PARKING SPACES, ACCESSIBLE ROUTES, AND SIDEWALK/CROSSWALKS ARE CONSTRUCTED TO MEET ADA REQUIREMENTS. 5. ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY. ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OF THE NON COMPLIANT AREAS AT THE GENERAL CONTRACTORS COST. EROSION CONTROL MEASURE NOTES: REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AS NEEDED AND MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AND INITIATION OF CIVIL PENALTY PROCEDURES. KEYED NOTES: (D SURFACE SLOPES NOT TO EXCEED 2.00% ALL DIRECTIONS. SURFACE SLOPES NOT TO EXCEED 5.00% RUNNING AND 2.00% CROSS SLOPES. 4 / SIDEWALK @ GRADE/FLUSH WITH ADJACENT PAVEMENT. KEY PLAN 7TH STREIET W W AREA OF WORK F t I I .�L GALL BOULEVARD SCALE Bank of America ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUM./MAN-H. ID: FL2-019 Nelco Architecture, Inc. a licensed affiliate Florida Certificate of Authorization Number: W6000525 Architect: Client Representative: Firm Name: NELSON Firm Name: JLL Attn: Mark Schroeder Attn: David Berrios T: 404.881.1811 Tel.: 813.245.0909 e-mail: mschroeder@nelsononline.com e-mail: David. Berrios@am.jll.com Engineer: Firm Name: Infinity Engineering Group, LLC. Attn: Brett Nevaril 1208 E Kennedy Blvd, STE 230 Va Tampa, FL 33602 T: 813.434-4170 e-mail: brett@iegroup.net Certification of Authorization #27889 General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com L� Issue Date & Issue Description By Check 1 04/23/18 Issue For Review PV BN 2 04/27/18 Issue For Permit RG BN lSeal/Signature NISIT SAPPARKHAO, P.E. FL REG. NO. 64085 R No 085 _ i2 �.13 ° STA r OF ' d )) DATE Project Name Bank of America Zephyrhills lProject Type ADA Upgrade lNELSON Project Number 18.00358.00 / 10-65.439 Description GRADING PLAN IScale & Sheet Number INDICATED I I I I I I I I I I of 20' 40' 60' CO3.01 � y ' I I U. ] _ _ HANDICAP PARKING 3-INCH PVC DOWNSPOUT BOLLARD TYPICAL HANDICAP PARKING DETAIL NTSLE 1 PRIMER SIKA FLEX 2-C SEALANT .. BACKER ROD: ETHAFOAM "SM" •♦ a 'e ♦ � .•• ♦� � a .. e ♦ • :b a ..�. p.•..4 .. b' EXP. JOINT FILLER: SEAL TITE FIBRE EXPANSION JOINT I NTSLE 2 NORMAL 40'-0" WITH 4' WIDE SIDEWALK MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK EXPANSION JOINT 6' MAX STRUCK JOINT 1/2" EXPANSION JOINT BROOM FINISH FULL DETAIL 1/4" — (D)/4 Ok a . EXPANSION JOINT STRUCK JOINT NOTES: 1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER THAN DRIVEWAYS. MAXIMUM SPACING SHALL BE 60'. 2, EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PREFORMED JOINT FILLER, TO FULL DEPTH OF CONCRETE. 3. ALL SIDE WALKS SHALL BE CONSTRUCTED OF 4 INCH THICK PORT LAND CEMENT CONCRETE AND SHALL BE INSTALLED OVER COMPACTED SUB -GRADE (LBR 40 MIN.) 4. CONTROL JOINT MUST BE PERFORMED WITHIN 12 HOURS OF CONCRETE PLACEMENT DO A DEPTH NO LESS THAN 1/4 THE OVERALL CONCRETE DEPTH. TYPICAL CONCRETE SIDEWALK DETAIL SCALE NTS V �. a• ' CONCRETE '• • `! e \\ \\ SUB -GRADE \\ \, CONCRETE 6" THICKNESS 4,000 PSI WITH 6"x6" W 1.4xW 1.4 WWM. LAMBERT CORPORATION DEEP BLACK - 3% TINT SUB -GRADE 6" COMPACTED SUB -GRADE LBR 40 COMPACTED TO 98% AASHTO T-180 TYPICAL CONCRETE PAVEMENT SECTION I SCALENTs 6 4,000 PSI CONCRETE SIDEWALK WITH 6"X6"-1.4/1.4 W.W.M. AND BROOM FINISH SLOPE . •b .4 . \ .'� a b• � • / // � • .. .•� • �\ • • •• ► ..• a ,' - PAVEMENT SURFACE I TO 98 % AAOHTO T 180 I� // . X 1 6" 4,000 PSI AIR ENTRAINED CONC. CURB REINF. W/ #4 BARS TOP AND BOTTOM (B" CONTRACTOR) w u) wzw RFACE Z) O z SUB -BASE (BY CONTRACTOR) NOTE: TRANSVERSE JOINTS SHALL BE 1/2" FULL DEPTH ASPHALT IMPREGNATED FIBER EXP. JOINT RECESSED 1/4" IN FROM THE FRONT FACE AND TOP OF THE CURB @ 20'-0" MAXIMUM. 6" CURB SCALENTS 3 NEW SURFACE LIMITS OF REMOVAL & NEW BASE EDGE OF EXIST PAVEMENT 2' r NEW ASPHALT PAVEMENT SAW CUT r APPLY PRIME OR TACK MATERIALS AS NECESSARY EXISTING ASPHALT PAVEMENT CONNEr'TION NTSLE J ASPHALT BASE COURSE PRIME COAT SUB -GRADE \\\ ASPHALT 1-1/2" TYPE III ASPHALTIC CONCRETE STRUCTURAL BASE COURSE BASE EXISTING TO REMAIN (6-INCH MINIMUM DEPTH, ADJUST AS NEEDED) SUB -GRADE EXISTING TO REMAIN v TYPICAL ASPHALT PAVEMENT SECTION SCALE NTS 7 4,000 PSI CONCRETE SIDEWALK r-6"X6"-1.4/1.4 W.W.M. SCH 35 PVC STORM DRAIN - a A e 4 . e s • S •� 0 12-INCH MINIMUM Bank of America �% ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUM./MANH. ID: FL2-019 NELSON Nelco Architecture, Inc. a licensed affiliate Florida Certificate of Authorizaton Number. W6000525 Architect: Client Representative: Firm Name: NELSON Firm Name: JLL Attn: Mark Schroeder Attn: David Berrios T: 404.881,1811 Tel.: 813.245.0909 e-mail: mschroeder@nelsononline.com e-mail: David.Berrios@am.jll.com Engineer: Firm Name: Infinity Engineering Group, LLC. Attn: Brett Nevaril 1208 E Kennedy Blvd, STE 230 Tampa, FL 33602 T: 813.434-4770 e-mail: brett@iegroup.net Certification of Authorization #27889 General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 811481.5778 e-mail: skramer@spartancc.com IZ!�, Issue Date & Issue Description By Check 1 04/23/18 Issue For Review PV BN 2 04/27/18 Issue For Permit RG BN ISeal/Signature NISIT SAPPARKHAO, P.E. FL REG. NO. 64085 `C_ cb .. e ( nn 4 rb m „u r31 STAT OF m r �9 DATE IProject Name Bank of America Zephyrhills ADA Upgrade ' NELSON Project Number 81 .00358. 00110-65.439 ' Description DETAILS Scale & Sheet Number AS INDICATED INTEGRAL CURB SIDEWALK SCALENTs 8 PIPE DRAIN SIDEWALK DETAIL SCALENTs 9 C12mOl ENCORE COMMERCIAL PRODUCTS INC. GRAY HDPE BOLLARD SLEEVE WITH TWO (2) RED REFLECTIVE STRIPES. b p 0 6" Q.D. PRIMED STEEL PIPE BOLLARD. FILL PIPE WITH 4,000 PSI CONCRETE. w (TYPICAL) ?� g W w p� Q a- Z Z 4 � (V A � rfx FINISH GRADE p 15" DIA 4,000 PSI CONCRETE ° • s N � l •p 7� in 11 15" DIA. NOTES: 1. GC SHALL PLACE ORDERS IN A TIMELY FASHION - SHIP DATE IS TYPICALLY 24-48 HRS AFTER ORDER IS PLACED. 2. SLEEVES SHALL BE WARRANTED AGAINST FADING OR COLOR CHANGE FOR FIVE YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 3. BOLLARD SHALL BE INSTALLED LEVEL. 4. FILL CORES WITH CONCRETE AND STRIKE LEVEL ACROSS TOP OF PIPE. 5. INSTALL COVER W/ INCLUDED FOAM STRIPS PER MANUFACTURER DIRECTIONS. 6. APPROVED VENDORS 1. ENCORE COMMERCIAL PRODUCTS, INC. WWW.POSTGUARD.COM PH: 866.737.8900 2.INNOPLAST WWW.INNOPLAST.COM PH: 800.516.9287 3. BOLLARD COVER USA WWW.BOLLARDCOVERUSA.COM PH:800.352.6609 TYPICAL BOLLARD DETAIL NTSLE 1 WHITE REFLECTIVE SYMBOL ON REFLECTIVE BLUE BACKGROUND BLUE OPAQUE LEGEND AND BORDER PARKING BY ON REFLECTIVE WHITE BACKGROUND DISABLED PERMIT ONLY HANDICAP SIGN FINE $250 MAX FDOT INDEX NO. 17355 318.14 FINE SIGN VAN CO ACCESSIBLE THESE SIGNS AS REQUIRED FOR SPECIFIC SITE 0 O 0 r to 0 0 2"X2"X10' SQUARE CAULKING AT CONNECTION 0 o GALVANIZED POST OF POST AND BOLLARD (COLOR: CLEAR) o NOTES: ENCORE COMMERCIAL PRODUCTS I o 1. METAL POST TO BE GALVANIZED. ALL INC. GRAY HDPE BOLLARD 0 BOLTS, NUTS, WASHERS AND SCREWS SLEEVE WITH TWO (2) RED MUST BE RUSTPROOF. REFLECTIVE STRIPES. o - 2. 7116" HOLES ON 1" CENTERS. 0 Y Z 3. CONCRETE FOR FOOTING SHALL BE 6-INCH O.D. PRIMED STEEL < WPORTLAND CEMENT AND HAVE A PIPE BOLLARD. FILL PIPE 0 w w MINIMUM COMPRESSIVE STRENGTH OF WITH 4,000 PSI CONCRETE. 0 a 4,000 p.s.i. (TYPICAL) Z 4. SIGNS WILL BE FABRICATED BY USING 4�10 10�� v REFLECTING COATING IN THE SYMBOL, 0 MESSAGE AND BORDER APPLIED TO A FINISH GRADE 0 ., SHEET ALUMINUM BACKING (.080) IN 40 '. THICKNESS. �• 5. MESSAGE LETTERING SHALL BE UPPER .�Iol�� e 1 CASE (WHITE)(SERIES B) 2" HIGH IN 15-INCH DIA 4,000 +' o IJ I ACCORDANCE WITH MANUAL ON PSI CONCRETE : f'1I+0' ` N UNIFORM TRAFFIC CONTROL DEVICES. 4 6. THE SYMBOL IS COMPOSED OF TWO ��0 . . ;I• . ELEMENTS, A WHITE WHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE 1 RIGHT) ON A SQUARE BACKGROUND, + INTERNATIONAL BLUE IN COLOR (FED. STD. 595a, COLOR #15180). 15" DIA. 7. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF SCALE HANDICAP PARKING SIGN WITHIN BOLLARD SC 2 a 30"X30" DO NOT ENTER (R5-1) (SEE SITE PLAN) 30"X30" STOP SIGN (R1-1) (SEE SITE PLAN) HEAVY DUTY GALVANIZED U-CHANNEL SIGN POST MIN 3 LB/LF 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTES: 1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS AND SCREWS MUST BE RUSTPROOF. 2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MIN. COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. 3. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF CURB. 4. ALL TRAFFIC SIGN INSTALLATION SHALL BE PER FDOT SPECIFICATIONS 5. ALL TRAFFIC SIGN POSTS WITH THE COUNTY RIGHT-OF-WAY SHALL BE 2'x2' SQUARE BREAK -AWAY 14 GAUGEGALVANIZED STEEL WITH PUNCHED HOLES. 6. THE TAPCO V-LOC VS1P-350 SYSTEM SHALL BE EMPLOYED WHERE SIGN POSTS ARE INSTALLED IN PAVED AREAS. MUTCD SIGN(S) NTSLE 3 Bank of America �% ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUM./MANH. ID: FL2-019 NELSON Nelco Architecture, Inc. a licensed affiliate Florida Certificate of Authorization Number: AA26000525 Architect: Client Representative: Firm Name: NELSON Firm Name: ILL Attn: Mark Schroeder Attn: David Berrios T: 404.881.1811 Tel.: 813.245.0909 e-mail: mschroeder@nelsononline.com e-mail: David.Berrios@am.jll.com Engineer: Firm Name: Infinity Engineering Group, LLC. Attn: Brett Nevaril 1208 E Kennedy Blvd, STE 230 Tampa, FL 33602 T: 813.434-4770 e-mail: brett@iegroup.net Certification of Authorization #27889 General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com IL�s Issue Date & Issue Description By Check 1 04/23/18 Issue For Review PV BN 2 04/27/18 Issue For Permit RG BN Seal/Signature NISIT SAPPARKHAO, P.E. FL REG. NO. 64085 N s 5 S7 11E OF 'O• DATE IProject Name Bank of America Zephyrhills ADA Upgrade INELSON Project Number 18.00358.00 / 10-65.439 IDescription DETAILS Scale & Sheet Number AS INDICATED C12mO2 LEGAL DESCRIPTION (PER ORB 1251, PAGE 320): MAP OF SURVEY r ABEIBDOAIl4NS AC AIR CONDITIONER ID IDENTIFICATION (C) CALCULATED MEASUREMENT LB LICENSED BUSINESS NUMBER CO CLEAN OUT LP LIGHT POLE CONC CONCRETE LS LICENSED SURVEYOR CSW CONCRETE SIDEWALK MW MONITORING WELL ( DEED MEASUREMENT - CALL NAVD NORTH AMERICAN VERTICAL DATUM ( FIELD MEASUREMENT I NATIONAL GEODETIC VERTICAL. DATUM EBX ELECTRIC BOX OHW OVERHEAD WIRE EL ELEVATION ORB OFFICIAL RECORDS BOOK IELECTRIC METER (P) PLAT MEASUREMENT - CALL. I FOUND CONCRETE MONUMENT PP POWER POLE I FLORIDA DEPARTMENT OF I PERMANENT REFERENCE MONUMENT TRANSPORTATION I PROFESSIONAL SURVEYOR & MAPPER F.F. FINISHED FLOOR I RIGHT-OF-WAY FIP FOUND IRON PIPE SCIR SET CAPPED IRON ROD FCIR FOUND CAPPED IRON ROD SND SET NAIL AND DISK FIR FOUND IRON ROD SV SEWER VALVE FND FOUND NAIL AND DISK TOM TEMPORARY BENCHMARK I FOUND PINCHED PIPE Will WATER METER INV. INVERT WV WATER VALVE BACKFLOW PREVENTION SYMBOLS 0- O DEVICE TREE (SIZE AND TYPE ® CABLE RISER Q AS NOTED) E2 GRATE INLET , UTILITY FLAG ELECTRIC SANITARY SEWER STRUCTURE "'°"'" UDLRY FLAG COMMUNICATIONS -b 9 UTILITY FLAG GAS +�O SPOT ELEVATION UIILRY FLAG RECLAIMED WATER © STORM STRUCTURE �l UTILITY FLAG SAMTARY/STORM SEWER eT TELEPHONE PEDESTAL �, UTILITY FLAG WATER ® TRAFFIC SIGNAL JUNCTION BOX d TRAFFIC SIGNAL POLE WOOD FENCE (UNLESS OTHERWISE DESIGNATED) METAL FENCE XX-- FIRE HYDRANT - ff- SIGN \ ® BOLLARD PVC FENCE — o 0 / '--29" OAK WM U5.5' a5.0' TA pAl-` TOP OF BANK r 'x \ 6; SURVEY REPORT: 16 1. UNLESS DIGITALLY SIGNED AND SEALED, THIS SURVEY MAP AND/OR REPORT OR THE COPIES HEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. w ,. 2. THIS OFFICE HAS NOT ABSTRACTED THIS FOR ANY RECORDED CLAIMS OF TITLE EASEMENTS OR RESTRICTIONS. THE PRESENCE OR ABSENCE OF ANY SUCH CLAIMS IS NOT CERTIFIED HEREON. 3. NO UNDERGROUND IMPROVEMENTS OR UTILITIES WERE LOCATED EXCEPT THOSE SHOWN HEREON. 4. UNLESS NOTED OTHERWISE, NO UNDERGROUND FOUNDATIONS LOCATED. 5, THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE ? ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY NUMBER ?, PANEL NUMBER ?, SUFFIX ?, ? ?, FOR THE CITY ?, ?. MAP OF SURVEY COMMENCING AT THE NORTHEAST CORNER OF BLOCK 58, CITY OF ZEPHYRHILLS, AS RECORDED IN PLAT BOOK 1, PAGE 54 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, RUN N53.28'30"E, TO THE INTERSECTION OF THE EASTERLY RIGHT—OF—WAY LINE OF U.S. HIGHWAY 301 AND THE SOUTHERLY RIGHT—OF—WAY LINE OF 121-H AVENUE, A DISTANCE OF 50.0 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE ALONG THE SOUTHERLY RIGHT—OF—WAY LINE OF 12TH AVENUE, N53.28'30"E, 200.0 FEET TO THE WESTERLY RIGHT—OF—WAY LINE OF 7TH STREET; THENCE RUN ALONG THE WESTERLY RIGHT—OF—WAY LINE OF 7TH STREET, S25"25'00"E, 225.0 FEET; THENCE RUN S53`28'30"W, 200.0 FEET TO THE EASTERLY RIGHT—OF—WAY LINE OF U.S. HIGHWAY 301; THENCE RUN ALONG THE EASTERLY RIGHT—OF—WAY LINE OF U.S. HIGHWAY 301, N25"25'00"W, 225.0 FEET TO THE POINT OF (BEGINNING. BENCHMARKS: CONTROL BENCHMARK: STATION IS A 4"X4" F.D.O.T CONCRETE MONUMENT STAMPTED BM-10, LOCATED 17.3' NORTHWEST OF THE EDGE OF PAVEMENT OF 11TH AVENUE EL.: 85.09' (NAVDt3t3) TBM #1: STATION IS A NAIL AND DISK STAMPED "EBI LB-7552" LOCATED 5.03' NORTHEAST OF THE NORTHWEST CORNER OF THE SUBJECT PARCEL Ell 87.15' (NAVDt3t3) TBM #2: STATION IS A NAIL AND DISK STAMPED "EBI LB-7552" LOCATED 29.73' NORTHEAST OF THE SOUTHWEST CORNER OF THE SUBJECT PARCEL EL.: 85.73' (NAVDF3t3) VICINITY MAP c hr,I.0 SITE r G o- I Gary `sCompiele Auto Repair c; ADA DETAIL SCALE 1' = 10" 0 N o CD 00 m 00 O� m M r- 00 zt Z w 0 1x LL— _� 0 LL ` o (n im d N co�1J 00 00 .Q M 0 69 00 .� JI U 0 N _g_- U 11 mouuuuuummriu° m 17 /3 Illy :.iGt,� �IPIIII�Iull,l '�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIOIIIIVIVI wM � III d�1I IJII�'I�'-°�� �r,�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIV 87.11 9. 5b —87. 2` 2 T— °° ° Vls, /LPL T— 4 37, 32' Z W O 14`ll J °jIIllullll� III a I � LIJ NIInIIII„ �• 0 �Itilplll '� o T,LL qua 07. . O N 87.07' 0 �" I�II� Z Q Al w III, z ` in III f r' (III "Cr A NI 1N �f u��NuIVµ 4 3, p: Al `U % ! ,�, y ��'�i ulllllllm x 3 3 z i35.5•I' 87.12' l5.+I1° r I (III I III �IIIIIupulluMppNllplpppppppppllV- 88.51 ` 161 N y N , J 5 85.12' 86.17" 85.2' CERTIFIED TO INFINITY ENGINEERING GROUP, LLC I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY DIRECTION AND MEETS THE STANDARDS OF PRACTICE REQUIREMENTS OF CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE. 31912018 HENRY A. KILBURN, PSM DATE SIGNED SURVEYOR AND MAPPER NUMBER: LS-6661 REVISIONS: APPD. DATE OF SURVEY: 2/27/2018 DRAWN: EWB/SDT CHECKED: HAK REVISION: FILE: IN70BDX.dwg PROJECT NUMBER: r SHEET NO. OF 1 POWER SYMBOLS: HOMERUN CIRCUIT TO PANELBOARD CIRCUITING = TIME CONTROLLED = SWITCHED HOT = UNSWITCHED HOT = NEUTRAL =GROUND = ISOLATED GROUND 20A, 125V, DUPLEX RECEPTACLE (NEMA 5-20R), WALL MTD (� 20A, 125V, DUPLEX RECEPTACLE (NEMA 5-20R), WALL MTD ISOLATED GROUND 20A, 125V, GFCI DUPLEX RECEPTACLE (NEMA 5-20R), WALL MTD (� 20A, 125V, SPLIT WIRED DUPLEX RECEPTACLE (NEMA 5-20R), WALL MTD 20A, 125V, QUADRUPLEX RECEPTACLE (NEMA 5-20R), WALL MTD 20A, 125V, QUADRUPLEX RECEPTACLE (NEMA 5-20R), WALL MTD, ISOLATED GROUND 20A, 125V, GFCI QUADRUPLEX RECEPTACLE (NEMA 5-20R), WALL MTD 20A, 125V, SPLIT WIRED QUADRUPLEX RECEPTACLE (NEMA 5-20R), WALL MTD (b 20A, 125V, SIMPLEX RECEPTACLE (NEMA 5-20R), WALL MTD 20A, 125V, SIMPLEX RECEPTACLE (NEMA 5-20R), WALL MTD ISOLATED GROUND POWER RECEPTACLE, FLOOR MTD (SEE SPECS OR NOTES) 20A, 125V, DUPLEX RECEPTACLE (NEMA 5-20R), FLOOR MTD ® 20A, 125V, DUPLEX RECEPTACLE (NEMA 5-20R), FLOOR MTD ISOLATED GROUND ® 20A, 125V, GFCI DUPLEX RECEPTACLE (NEMA 5-20R), FLOOR MTD 20A, 125V, QUADRUPLEX RECEPTACLE (NEMA 5-20R), FLOOR MTD 20A, 125V, QUADRUPLEX RECEPTACLE (NEMA 5-20R), FLOOR MTD ISOLATED GROUND 20A, 125V, GFCI QUADRUPLEX RECEPTACLE (NEMA 5-20R), FLOOR MTD SPECIAL PURPOSE RECEPTACLE, FLOOR MTD (SEE EQUIPMENT SCHEDULE OR NOTES) 0 20A, 125V, DUPLEX RECEPTACLE (NEMA 5-20R), CEILING MTD (1) 20A, 125V, DUPLEX RECEPTACLE (NEMA 5-20R), CEILING MTD ISOLATED GROUND U 20A, 125V, GFCI DUPLEX RECEPTACLE (NEMA 5-20R), CEILING MTD 0 20A, 125V, QUADRUPLEX RECEPTACLE (NEMA 5-20R), CEILING MTD 0 20A, 125V, QUADRUPLEX RECEPTACLE (NEMA 5-20R), CEILING MTD ISOLATED GROUND 0 20A, 125V, GFCI QUADRUPLEX RECEPTACLE (NEMA 5-20R), CEILING MTD SPECIAL PURPOSE RECEPTACLE, WALL MTD (SEE EQUIPMENT SCHEDULE OR NOTES) D 30A, 125 / 250V, DRYER RECEPTACLE (NEMA 14-30R), WALL MTD R 50A, 125 / 250V, RANGE RECEPTACLE (NEMA 14-50R), WALL MTD 6 A (ljl� 60A, 480V, 3PH, WELDING RECEPTACLE, WALL MTD DROP CORD (SEE SPECS OR NOTES) (�O POWER POLE (SEE SPECS OR NOTES) ® RECEPTACLE RACEWAY / PLUG MOLD H JUNCTION BOX, WALL MTD 0 JUNCTION BOX JUNCTION BOX, FLOOR MTD JUNCTION BOX, EXPLOSION PROOF 3NF;L'1 SAFETY SWITCH, 30A, 3-POLE, NON -FUSED 3i3L (; -�:: I SAFETY SWITCH, 30A, 3-POLE, FUSED @ 20A CECI STARTER OR MOTOR CONTROLLER LCEO STARTER, COMBINATION W/ DISC. SWITCH �T TRANSFORMER ELECTRICAL PANEL / ENCLOSURE AS NOTED ON PLAN DRAWINGS, SURFACE/RECESSED MTD I� 208Y/120V PANELBOARD, SURFACE/RECESSED MTD [;-mE .fir 208Y/120V LIGHTING PANELBOARD, SURFACE/RECESSED MTD 480Y/277V PANELBOARD, SURFACE MTD ELECTRIC UTILITY METER LIGHTING SYMBOLS: NOTE: REFER TO LIGHTING FIXTURE SCHEDULE FOR FIXTURE TYPES. REFER TO SENSOR SCHEDULE FOR SENSOR TYPES. REFER TO PLAN DRAWINGS FOR ADDITIONAL SYMBOLS. A: CAPITAL LETTER ADJACENT TO FIXTURE = TYPE a: LOWERCASE LETTER = SWITCHING GROUP EM: EMERGENCY LIGHTING NL: NIGHT LIGHTING (UNSWITCHED FIXTURE) xx SWITCH, 20A, 120/277V, TOGGLE TYPE, U.N.O. a,b,c,... =SWITCHING GROUP BLANK =SINGLE POLE 2 =DOUBLE POLE 3 =THREE-WAY 4 =FOUR-WAY D =DIMMER SWITCH K =SINGLE POLE KEY OPERATED L = LOW VOLTAGE M =MOTOR RATED P =SINGLE POLE W/ PILOT LIGHT RC = REMOTE CONTROL T =TIMER OPERATED SWITCH ePc AUTOMATIC EMERGENCY POWER TRANSFER CONTROLLER os OCCUPANCY SENSOR, CEILING MTD xx Ds xx DAYLIGHT SENSOR, CEILING MTD Rc xx ROOM CONTROLLER os OCCUPANCY SENSOR, WALL MTD Pc PHOTOCELL �c LIGHTING CONTACTOR Tc TIME CLOCK 2'X4' LAY -IN TROFFER ® 2'X4' LAY -IN TROFFER, NIGHT LIGHT 2'X4' LAY -IN TROFFER, EMERGENCY LIGHT ® 2'X2' LAY -IN TROFFER ® 1'X4' LAY -IN TROFFER fo---i STRIP/CHANNEL FIXTURE -- TRACK LIGHTING W/ DIRECTIONAL HEADS ® DOWN LIGHT, CEILING MTD WALL WASHER, CEILING MTD CEILING MTD LIGHT FIXTURE WALL MTD LIGHT FIXTURE WALL SCONCE ® WALL PACK SINGLE HEAD POLE MTD LIGHT FIXTURE DUAL HEAD POLE MTD LIGHT FIXTURE ® EXHAUST FAN EMERGENCY WALLPACK EXIT SIGN, CEILING/WALL MTD, SINGLE FACE (ARROW INDICATES DIRECTION OF EGRESS) EXIT SIGN, CEILING/WALL MTD, DOUBLE FACE -� (ARROW INDICATES DIRECTION OF EGRESS) Q EXIT SIGN W/ COMBINATION EMERGENCY LIGHT, CEILING/WALL MTD, SINGLE FACE (ARROW INDICATES DIRECTION OF EGRESS) ONE -LINE SYMBOLS: LOW VOLTAGE MOLDED CASE CIRCUIT cuIT BREAKER T (MCCB), THERMAL MAGNETIC, 3-POLE AF - FRAME CURRENT RATING AT - TRIP CURRENT SETTING I DISCONNECT SWITCH, NON -FUSED, 3-POLE UNLESS NOTED OTHERWISE FUSED DISCONNECT SWITCH, 3-POLE UNLESS NOTED OTHERWISE zoo (200A SWITCH, 100A FUSES) 100 FUSE 030 '°° 3-POLE UNLESS NOTED OTHERWISE (100A HOLDER, 30A FUSES) -I- GROUND (GND) BUS ni TRANSFORMER, DESCRIPTION AND RATING AS NOTED CURRENT TRANSFORMER 1 (3) 3) 100:5 - CT RATIO (3) - QUANTITY OF THREE REQUIRED • - POLARITY SPECIAL SYSTEMS SYMBOLS: NOTE: UNLESS NOTED OTHERWISE, PROVIDE BACK BOX AND 1" EMPTY CONDUIT STUBBED 6" INTO ACCESSIBLE CEILING SPACE. FOR FLOOR BOXES, PROVIDE CONDUIT EITHER IN SLAB OR VIA FLOOR BELOW TO ACCESSIBLE CEILING SPACE OF DEVICE LOCATION. COORDINATE WITH LV CONTRACTOR FOR FINAL REQUIREMENTS. `7X TELEPHONE OUTLET, WALL MTD 1 TELE OUTLET, U.N.O. X = NUMBER OF TELEPHONE PORTS �Y COMBINATION TELE/DATA OUTLET, WALL MTD 1 TELE / 1 DATA OUTLET, U.N.O. Y = NUMBER OF DATA PORTS XX 0 COMBINATION TELE/DATA OUTLET, WALL MTD 1 TELE / 2 DATA OUTLETS, U.N.O. X = NUMBER OF TELEPHONE PORTS Y = NUMBER OF DATA PORTS TELEPHONE OUTLET, FLOOR MTD y DATA OUTLET, FLOOR MTD COMBINATION TELE/DATA OUTLET, FLOOR MTD FA WIRELESS ACCESS POINT, CEILING MTD TELEPHONE BACKBOARD (TBB) I-Q INTERCOM OUTLET E M INTERCOM MASTER STATION El INTERCOM STATION Tv TELEVISION OUTLET, WALL MTD Av A/V OUTLET, WALL MTD Tv TELEVISION OUTLET, CEILING MTD Av A/V OUTLET, CEILING MTD FO VOLUME CONTROL, WALL MTD FEI MICROPHONE OUTLET, WALL MTD AMP 1 SOUND SYSTEM AMPLIFIER F0 SPEAKER, WALL MTD SPEAKER, CEILING MTD BELL CHIME GONG E/ BUZZER -1 HORN "H" OR SIREN "S" aT BELL RINGING TRANSFORMER RELAY BELL & BUZZER COMBINATION ❑° ELECTRIC DOOR OPENER w LOW VOLTAGE TRANSFORMER I-O ANNUNCIATOR SINGLE BUTTON PUSHBUTTON STATION • TWO -BUTTON PUSHBUTTON STATION • • • THREE -BUTTON PUSHBUTTON STATION F(t)M CLOCK M = MASTER DF = DOUBLE FACE S = COMBINATION SPEAKER sEc SECURITY CONTROL PANEL KP KEYPAD Dc SECURITY ALARM INITIATING DEVICE DOOR DC = CONTACT GB = GLASS BREAK DETECTOR MD = MOTION DETECTOR VS = VIBRATION SENSOR WC = WINDOW CONTACT cR ACCESS CONTROL DEVICE CR = CARD READER ES = ELECTRIC STRIKE ML = MAGNETIC LOCK RX = REQUEST EXIT PUSH BUTTON ::A SECURITY CAMERA, WALL MTD PTZ = PAN/TILT/ZOOM BX = BOX D = MINI DOME BL = BULLET WP = WEATHERPROOF xO SECURITY CAMERA, CEILING MTD PTZ = PAN/TILT/ZOOM BX = BOX D = MINI DOME BL = BULLET WP = WEATHERPROOF MJH NORMAL / EMERGENCY CALL BUTTON PUSH BUTTON I-oT THERMOSTAT, WALL MTD 0 THERMOSTAT, CEILING MTD FIRE ALARM SYMBOLS: ED MANUAL FIRE ALARM BOX AUDIBLE NOTIFICATION DEVICE x xx SS = BELL - SINGLE STROKE T = BELL - TROUBLE G = GONG C = CHIME Ejj HORN, WALL MTD F ' HORN, CEILING MTD EP MINI HORN, WALL MTD D FD MINI HORN, CEILING MTD 04 SPEAKER, WALL MTD .5w W = WATTAGE TAP SPEAKER, CEILING MTD .5w W = WATTAGE TAP FX STROBE UNIT, WALL MTD CD CD = CANDELA RATING x STROBE UNIT, CEILING MTD D CD = CANDELA RATING CD EK COMBINATION HORN / STROBE, WALL MTD CD = CANDELA RATING CD NA COMBINATION SPEAKER / STROBE, WALL MTD 1w W = WATTAGE CD = CANDELA RATING CD COMBINATION HORN / STROBE, CEILING MTD CD = CANDELA RATING CD `M4 COMBINATION SPEAKER / STROBE, CEILING MTD 1w W = WATTAGE CD = CANDELA RATING Faa FIRE ALARM ANNUNCIATOR FACP FIRE ALARM CONTROL PANEL ®RTS REMOTE ALARM INDICATING & TEST STATION 0 KNOX BOX ® WATER FLOW SWITCH El NON -ADDRESSABLE OUTPUT RELAY Ps PRESSURE SWITCH D JUNCTION BOX Dc7 DOOR CLOSER DH DOOR HOLDER vs VALVE SUPERVISORY SWITCH (TAMPER SWITCH) vs VALVE W/ INTEGRAL SUPERVISORY SWITCH (TAMPER SWITCH) ABORT SWITCH HEAT DETECTOR (THERMAL DETECTION) HEAT DETECTOR - FIXED TEMPERATURE TYPE j�jjF CDR/F HEAT DETECTOR - COMBINATION RATE OF RISE / FIXED TEMPERATURE TYPE sD SMOKE DETECTOR sD i SMOKE DETECTOR - IONIZATION TYPE sD P SMOKE DETECTOR - PHOTOELECTRIC TYPE sD SMOKE DETECTOR, DUCT MTD Oco CARBON MONOXIDE DETECTOR ©co, CARBON DIOXIDE DETECTOR 'Mr END OF LINE RESISTOR ®x FIRE SERVICE OR EMERGENCY PHONE STATION A = ACCESSIBLE H =HANDSET J = JACK SD M DAMPER - MOTORIZED FIRE / SMOKE RACEWAY SYMBOLS: - UG - UNDERGROUND POWER COMPANY SERVICE FEEDER - OH - OVERHEAD POWER COMPANY SERVICE FEEDER - TEL - UNDERGROUND TELEPHONE SERVICE CONDUIT - CONDUIT BURIED CONDUIT CONCEALED - -- CONDUIT EXPOSED o- CONDUIT UP CONDUIT DOWN p CONDUIT SEAL -OFF T CONDUIT CAP FV CONDUIT TEE BODY r CONDUIT EL BODY CONDUIT SLEEVE WITH BUSHINGS Pa I PULL BOX GENERAL NOTES: 1. COMPLETE SYSTEM: FURNISH ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, SUPERINTENDENTS AND SERVICES REQUIRED TO CONSTRUCT, INSTALL, AND MODIFY THE ELECTRICAL SYSTEMS AS HEREIN SPECIFIED AND SHOWN ON THESE DRAWINGS FOR A COMPLETE OPERATIONAL SYSTEM. COORDINATE WORK TO BE PERFORMED OR INSTALLED BY OTHERS AFFECTING THE ELECTRICAL WORK AND FURNISH AND INSTALL ALL NECESSARY STEEL SHAPES, BLOCKING, ANCHORS, SLEEVES, HANGERS, ETC. FOR ATTACHING OR CONNECTING ELECTRICAL WORK TO RELATED WORK OF OTHER TRADES. ALL ITEMS NOT SPECIFICALLY MENTIONED HEREIN, WHICH ARE NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE PROVIDED WITHOUT ADDITIONAL EXPENSE TO THE OWNER. 2. REGULATIONS: ALL ELECTRICAL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST ADOPTED NATIONAL ELECTRICAL CODE (NEC) AND ALL OTHER APPLICABLE LOCAL BUILDING CODES, RULES, REGULATIONS AND AUTHORITIES HAVING JURISDICTION. 3. WORKMANSHIP: ALL WORK SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER SUBJECT TO THE APPROVAL OF THE OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE. RACEWAY, FIXTURES, AND WIRING DEVICES SHALL BE PROPERLY ALIGNED AND SUPPORTED. RACEWAY SHALL BE GROUPED AND INSTALL IN RUNS WHICH ARE PARALLEL AND PERPENDICULAR WITH BUILDING LINES. 4. COORDINATION: PRIOR TO COMMENCEMENT OF WORK, EXAMINE ALL CONSTRUCTION DRAWINGS AND SPECIFICATIONS AND COORDINATE WITH ALL OTHER TRADES IN ORDER TO BECOME FAMILIAR WITH ALL ASPECTS OF THE DESIGN AFFECTING THE ELECTRICAL WORK. REFER TO ARCHITECTURAL DRAWINGS AND EQUIPMENT VENDOR CUT SHEETS FOR EQUIPMENT POWER/CONTROL REQUIREMENTS, CONNECTIONS, MOUNTING HEIGHTS, AND LOCATIONS OF ALL NEW ELECTRICAL DEVICES. FIELD VERIFY EXACT NAMEPLATE DATA ON ALL EQUIPMENT FURNISHED UNDER OTHER DIVISIONS AND/OR BY THE OWNER PRIOR TO THE INSTALLATION OF ELECTRICAL WORK AND MAKE ANY ADJUSTMENTS TO OUTLETS, CONDUITS, WIRE, AND/OR CIRCUIT BREAKER RATINGS AS REQUIRED TO MATCH EQUIPMENT ACTUALLY FURNISHED. FINAL LOCATION OF EQUIPMENT AND DEVICES TO BE COORDINATED WITH OWNER. 5. EXISTING CONDITIONS: SURVEY SITE OF WORK PRIOR TO SUBMITTING BID TO BECOME FULLY INFORMED OF ALL CONDITIONS THAT EFFECT THE WORK AND COST THEREOF. CONSIDERATIONS WILL NOT BE GRANTED FOR ANY ALLEGED MISUNDERSTANDING OF THE AMOUNT OF WORK TO BE PERFORMED. NOTIFY THE ARCHITECT AND/OR ENGINEER IN ADVANCE OF ANY DISCREPANCIES OR OMISSIONS. 6. PERMITS: OBTAIN ALL NECESSARY PERMITS, LICENSES, AND INSPECTIONS AS REQUIRED BY THE MUNICIPALITY AND UTILITY COMPANY. PAY ALL ASSOCIATED FEES FOR PERMITS AND OTHER MUNICIPAL AND GOVERNING REQUIREMENTS. 7. UTILITIES: COORDINATE WITH POWER AND TELEPHONE COMPANIES FOR SERVICE REQUIREMENTS. NOTIFY UTILITIES OF COMMENCEMENT OF WORK AND MAKE ALL ARRANGEMENTS FOR TEMPORARY SERVICES. THE COST FOR ALL WORK AND MATERIALS REQUIRED BY UTILITY COMPANIES AND SET-UP OF SERVICE SHALL BE INCLUDED IN BID. 8. INTERRUPTION OF ELECTRICAL POWER: COORDINATE ALL WORK REQUIRING INTERRUPTION OF ELECTRICAL POWER WITH THE BUILDING OWNER AND OBTAIN WRITTEN PERMISSION FROM THEBUILDING OWNER PRIOR TO SHUTTING DOWN POWER TO ANY SWITCHBOARD. PROVIDE NOTICE TO ALL OTHER TRADES OF ALL SCHEDULED INTERRUPTIONS OF POWER. 9. PRODUCTS: ALL ELECTRICAL MATERIALS SHALL BE NEW EXCEPT WHERE SPECIFICALLY NOTED AS EXISTING TO BE REUSED. MATERIAL AND METHODS OF INSTALLATION SHALL CONFORM TO THE STANDARDS OF UNDERWRITERS LABORATORIES, INC. (UL), ANSI, NFPA, ADA, AND ALL APPLICABLE LOCAL ORDINANCES. DEFECTIVE EQUIPMENT AND/OR EQUIPMENT DAMAGED DURING INSTALLATION AND/OR TESTING SHALL BE REPLACED OR REPAIRED IN A MANNER MEETING THE APPROVAL OF THE ARCHITECT AND THE ENGINEER. PROPOSED EQUIPMENT SHALL BE NRTL LISTED, LABELED, OR APPROVED. 10. PENETRATIONS: COORDINATE FLOOR AND WALL PENETRATIONS WITH STRUCTURAL ENGINEER. ALL PENETRATIONS THROUGH FIRE -RATED SLABS AND/OR PARTITIONS SHALL BE FIRE -PROOFED BY AN APPROVED METHOD TO THE SAME OR GREATER RATING THAN THAT OF THE SLAB OR PARTITION. ALL PENETRATION SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS. 11. FAULT CURRENT: VERIFY AVAILABLE FAULT CURRENT WITH POWER COMPANY AND MAKE EQUIPMENT PROVISIONS AS NECESSARY. 12. VOLTAGE DROP: INCREASE WIRE SIZES AS REQUIRED TO MAINTAIN VOLTAGE DROPS @ A MAXIMUM OF 3% FOR BRANCH CIRCUITS AND 2% FOR FEEDERS. 13. WIRING: ALL CONDUCTORS CARRYING 50 VOLTS OR MORE SHALL BE MINIMUM #12 AWG, CU, UNO. PROVIDE TYPE THHN - THWN FOR ABOVE GROUND AND TYPE THW OR XHHW FOR BELOW GROUND, COORDINATE INSULATION TYPES WITH ENVIRONMENTAL CONDITIONS, NEC REQUIREMENTS, AND CONDUIT FILL REQUIREMENTS. CONDUCTORS #10 AND SMALLER SHALL BE SOLID, CONDUCTORS #8 AND LARGER SHALL BE STRANDED. ALL CONDUCTOR SIZES ARE BASED ON COPPER WITH 60 C INSULATION FOR CIRCUITS RATED 100 A OR LESS AND 75 C FOR CIRCUITS RATED MORE THAN 100 A. 14. COLOR CODING: FOR EXISTING WIRING SYSTEMS, COLOR CODING SHALL FOLLOW EXISTING SITE REQUIREMENTS. FOR NEW INSTALLATIONS OR WHERE EXISTING INSTALLATIONS DO NOT HAVE A COLOR CODING CONVENTION, THE FOLLOWING SYSTEMS OF COLOR CODING SHALL BE STRICTLY ADHERED TO AND FOLLOWED THROUGHOUT: CONDUCTOR 480Y/277V 240V OR LESS PHASE A: BROWN BLACK PHASE B: ORANGE RED PHASE C: YELLOW BLUE NEUTRAL: GRAY WHITE EQUIPMENT GROUND: GREEN GREEN ISOLATED GROUND: --- GREEN W/ YELLOW STRIPE 15. GROUNDING: ALL CIRCUITS SHALL BE RUN WITH AN INSULATED GREEN COPPER GROUND WIRE SIZED PER NEC. USE OF CONDUIT AS A GROUND IS UNACCEPTABLE. 16. CONDUIT: ALL WIRING SHALL BE INSTALLED IN CONDUIT, MINIMUM 1/2" FOR INDOOR AND 3/4" FOR OUTDOOR. EMT IS ACCEPTABLE WITH COMPRESSION FITTINGS ONLY. MC IS ACCEPTABLE FOR FIXTURE WHIPS ONLY. ALL CONDUIT AND WIRING SHALL BE CONCEALED IN CEILINGS AND/OR WALLS UNLESS SPECIFICALLY NOTED OTHERWISE. CHANNEL EXISTING WALLS WHERE REQUIRED. WHERE CONDUITS ARE UNABLE TO BE CONCEALED, HARD PIPED CONDUIT SHALL BE USED AND PAINTED TO MATCH ADJOINING SURFACE. 17. ROUTING: CONDUIT ROUTING SHOWN IS SYMBOLIC AND DIAGRAMMATIC. INSTALL CONDUIT TO FIT ACTUAL FIELD CONDITIONS. 18. MODIFICATIONS TO EXISTING PANELBOARDS: PROVIDE NEW CIRCUIT BREAKERS AND/OR FUSED SWITCHES AS REQUIRED. NEW EQUIPMENT SHALL MATCH EXISTING INSTALLED EQUIPMENT AND SHALL BE OF THE SAME MANUFACTURER AND TYPE AS SIMILAR EXISTING E (IUIPMENT. INTERRUPTING RATING OF EQUIPMENT SHALL BE THE SAME AS OF THE EXISTING EQUIPMENT. 19. IDENTIFICATION: ALL ELECTRICAL DISTRIBUTION EQUIPMENT, TRANSFORMERS, PANELBOARDS, AND OTHER ENCLOSED EQUIPMENT SHALL BE IDENTIFIED AS INDICATED IN THE CONTRACT DOCUMENTS. SAID IDENTIFICATION SHALL CONSIST OF PERMANENTLY ATTACHED ENGRAVED LAMINATED PLASTIC NAMEPLATES. EACH 'BRANCH CIRCUIT OVER -CURRENT PROTECTION DEVICE SHALL BE IDENTIFIED BY CIRCUIT NUMBER AND SCHEDULED INSIDE PANEL DOOR. EACH BRANCH CIRCUIT SPLICE OR TERMINATION SHALL BE IDENTIFIED BY PANEL AND CIRCUIT DESIGNATION SHOWN ON THE JUNCTION OR OUTLET BOX, OR UPON INDIVIDUAL WIRES IN CASES WHERE MORE THAN ONE OF EACH PHASE CONDUCTOR OCCUR. 20. SHOP DRAWINGS AND SUBMITTALS: SUBMIT MANUFACTURERS' STANDARD PRODUCT INFORMATION, PERFORMANCE SPECIFICATIONS, PHYSICAL DIMENSIONS, AND OTHER INFORMATION NECESSARY FOR ENGINEER TO ENSURE COMPLIANCE WITH SPECIFICATIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING AND INSTALLING ANY EQUIPMENT. 21. SUBSTITUTION AND ALTERATIONS: THERE SHALL BE NO DEVIATION FROM THE REQUIREMENTS HEREIN WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL COSTS INCURRED RESULTING FROM SUBSTITUTION OF EQUIPMENT AS WELL AS THE PERFORMANCE AND SPACE REQUIREMENTS OF SUCH EQUIPMENT. 22. PROJECT RECORD DOCUMENTS: THE ELECTRICAL CONTRACTOR SHALL MAINTAIN AT THE SITE, FOR THE OWNER, ONE COPY OF ALL DRAWINGS, ADDENDA, APPROVED SHOP DRAWINGS, REVISIONS AND OTHER MODIFICATIONS IN GOOD ORDER AND MARKED TO RECORD ALL CHANGES MADE DURING CONSTRUCTION. THE SET OF DRAWINGS AND OTHER INFORMATION SHALL BE DELIVERED TO THE OWNER WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE AND ONE COPY GIVEN TO THE ENGINEER UPON COMPLETION OF WORK. DRAWINGS SHALL INCLUDE AT A MINIMUM: A. A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND B. FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. 23. CERTIFICATES OF APPROVAL: ALL CERTIFICATES OF APPROVAL SHALL BE IN TRIPLICATE, DELIVERED TO THE ENGINEER AND BECOME THE PROPERTY OF THE OWNER. 24. OPERATIONS AND MAINTENANCE MANUALS: PROVIDE OPERATING AND MAINTENANCE MANUALS TO THE BUILDING OWNER. THE MANUALS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: A. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE, B. OPERATING MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. C. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. 25. WARRANTY: THE ENTIRE ELECTRICAL SYSTEM INSTALLED UNDER THIS CONTRACT SHALL BE HANDED OVER IN PROPER WO RKING ORKING ORDER. ANY WORK OR MATERIALS WHICH DEVELOP DEFECTS, EXCEPT FROM ORDINARY WEAR AND TEAR, WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE SHALL BE REPLACED WITHOUT CHARGE. BENEFICIAL USE SHALL NOT BE CONSTRUED AS FINAL ACCEPTANCE. THE ELECTRICAL CONTRACTOR SHALL, DURING THE ONE YEAR GUARANTEE PERIOD, BE RESPONSIBLE FOR THE PROPER REPAIR AND ADJUSTMENTS OF ALL ELECTRICAL SYSTEMS AND EQUIPMENT, APPARATUS, DEVICES, ETC. INSTALLED BY HIM, AND DO ALL WORK NECESSARY TO ENSURE EFFICIENT AND PROPER FUNCTIONING. ABBREVIATIONS: A AMPERE HOA AFF ABOVE FINISHED FLOOR IG AFG ABOVE FINISHED GRADE JB AHJ AUTHORITY HAVING JURISDICTION KVA AFC AVAILABLE FAULT CURRENT KW AIC AMPERE INTERRUPTING CAPACITY L.S.I.G. ATS AUTOMATIC TRANSFER SWITCH BLDG BUILDING LTG BRKR BREAKER MCA C CONDUIT MCB CKT CIRCUIT MCC CLG CEILING MCCB CT CURRENT TRANSFORMER MCP CU COPPER MDP CTR CENTER MFS EA EACH MLO EGC EQUIPMENT GROUNDING CONDUCTOR MOCP EOL ELECTRONIC OVERLOAD MTD FDR FEEDER MTS FLA FULL LOAD AMPS N.C. GEC GROUNDING ELECTRODE CONDUCTOR N.O. GFI GROUND FAULT INTERRUPTER NTS GND GROUND OCPD GRS GALVANIZED RIGID STEEL OH HAND -OFF -AUTO P POLE ISOLATED GROUND PH PHASE JUNCTION BOX PNL PANEL KILOVOLT -AMPERE PWR POWER KILOWATT RECEP RECEPTACLE LONG, SHORT, INSTANTANEOUS, RM ROOM GROUND FAULT TRIP SW SWITCH LIGHTING SWBR SWITCHBOARD MINIMUM CIRCUIT AMPS SWGR SWITCHGEAR MAIN CIRCUIT BREAKER TBB TELECOM BACKBOARD MOTOR CONTROL CENTER TELE TELEPHONE MOLDED CASE CIRCUIT BREAKER TYP TYPICAL MOTOR CIRCUIT PROTECTOR UG UNDERGROUND MAIN DISTRIBUTION PANEL LINO UNLESS NOTED OTHERWISE MAXIMUM FUSE SIZE UPS UNINTERRUPTIBLE MAIN LUG ONLY POWER SUPPLY MAXIMUM OVERCURRENT PROTECTION V VOLT MOUNTED VIF VERIFY IN FIELD MANUAL TRANSFER SWITCH W/ WITH NORMALLY CLOSED W WIRE NORMALLY OPEN WP WEATHER PROOF NOT TO SCALE XFMR TRANSFORMER OVERCURRENT PROTECTION DEVICE OVERHEAD Bank of America ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUM./MANH. ID: FL2-019 ON Nelco Architecture, Inc. a licensed affiliate Florida Certificate of Authorization Number: AA26000525 Architect: Client Representative: Firm Name: NELSON Firm Name: ILL Attn: Mark Schroeder Attn: David Berrios T: 404.881.1811 Tel.: 813.245.0909 e-mail: mschroeder@nelsononline.com e-mail: David.Berrios@am.jll.com Engineer: Firm Name: Infinity Engineering Group, LLC. Attn: Brett Nevaril 1208 E Kennedy Blvd, STE 230 Tampa, FL 33602 T: 813.434-4770 e-mail: brett@iegroup.net Certification of Authorization #27889 General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com IIssue Date & Issue Description By Check 1 04/23/18 Issue For Review KL CV 2 04/27/18 Issue For Permit KL CV Seal/Signature NISIT SAPPARKHAO, P.E. FL' REG. NO. 64085 w. • No 6 085 cc r :� STA E OF o Q •• Al 40 QI DATE Proiect Name Bank of America Zephyrhills AWA upgraae INELSON Project Number 18.00358.00110-65.439 Description ELECTRICAL GENERAL NOTES AND LEGEND Scale & Sheet Number AS INDICATED E00m01 _1 I_ — I __ I I , _. _ 1w L I L OPEN OFFICE OFFICE 117 116 IIIIIIIIIII,� lI .�,,. 1.,, (EX) el�ihl i�111 1�;4 y451 Ii 9 I r ra f 1 { I II hl I III. .I III,"I II i II I IIII._. II u II I I I IL I I ul I II IL LI,IIII,II61IIIIIIIIhIIIVlII,I .. , d. I r, 0 fL I�. r I I I I M � I , R1�1�4i{Ilt�iN'�ldfq w4t OPEN OFFICE 118 uulllll�ll�1� Illullplll I �� __ YI � IYglilu'll l ,, IIIIII I I I .. , Illuul''ool � I l IMkfn�r.I;r 'I `'' I uVW III „ I ....,.„ ,,...., a I. I I IIII � II I ����� hl III I �m���� �� IIII„� � ��' � ., .,, I II VII 1161u11,, II..L. .... 1111911� _ .IIIIIIIIIII ..,_- II�I�I�IIIIIIIIII ,�IIIIIIIII I i , IIII lu,p:II I I III I 01�l II ✓bw� I II IIIIII III, I IIl� I I � ' L I Ir , I i, II�IIIIII{IuL�IIIhII I,YIIIII,III I I II III . ��'IIIIpIIIIIIIIIIIiIIIIIIIIIIIIIUIiIIIIVillll .. I Illll�lgl I lhllllllllll III ° r I'l l'' ' 9PIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIiuil �m I III"' ° IIIII Illlllllilillllllllllllllllllllllllllull I I I I � � ��Illell Ir I I , nIlll�llif , I Ih� II OPEN OFFICE SHADED REGION REPRESENTS NO NEW ELECTRICAL WORK REQUIRED. I JI III IIII��1111lh11 iiIIIIII tI I III;` I II d Icclul IIIYI�I„I, II,Wy � IIII I I Illq ,V II I IIII ll,lil �I;pil� a �� li IIIIIII IH IIIII �,, I IIV�r I�Iu llll:r,b,} ul llyllhll IIIIII � IIppIu�IIIfIdIIIIIIIIIIIIIIVIIIIIIIIV'i'Ipr Illlll fllWu'Itid 111 �ll�lll,lr a: '�l,llll�ll�i'I�1��19� III III IIIIIIhl116 ' p',: g IIIIII I lillllll I I! IIIIIIiIhlllllll II I� IIII III„ ELECTRICAL STORAGE ROOM 112 111 TELLER AREA DRIVE THRU TELLER STORAGE PRIVATE VIEWING PROPOSED ELECTRICAL FLOOR PLAN SCALE 3/16" = V-0" KEYED NOTES: 0 NEW GFCI RECEPTACLE: PROVIDE NEW 120V, 20A, GFCI DUPLEX RECEPTACLE. CONNECT TO EXISTING BRANCH CIRCUIT FROM DEMOLITION WORK AND EXTEND EXISTING WIRING AND CONDUIT TO NEW LOCATION. ROUTE WITH 2 #12, 1 #12 GND IN 3/4"C MINIMUM. COORDINATE WITH ARCHITECT FOR ADA COMPLIANT MOUNTING HEIGHT AND EXACT LOCATION PRIOR TO ROUGH -IN. V MODIFIED TELLER LINE: RELOCATE AND RECONNECT EXISTING ELECTRICAL, V LOW VOLTAGE, AND SECURITY DEVICES AND EXTEND EXISTING WIRING AND CONDUITS AS REQUIRED TO ACCOMMODATE MILLWORK MODIFICATION. 0 �/ RELOCATED QUICK SWIPE TERMINAL: REINSTALL QUICK SWIPE TERMINAL AND MOUNTING BRACKET AT LOWERED COUNTER. CONNECT WITH EXISTING CIRCUIT SERVING THE AREA. NEW RECEPTACLE: PROVIDE NEW 120V, 20A, DUPLEX RECEPTACLE. CONNECT TO EXISTING BRANCH CIRCUIT FROM DEMOLITION WORK AND EXTEND EXISTING WIRING AND CONDUIT TO NEW LOCATION. ROUTE WITH 2 #12, 1 #12 GND IN 3/4"C MINIMUM. COORDINATE WITH ARCHITECT FOR MOUNTING HEIGHT. NEW WALL MOUNTED OCCUPANCY SENSOR: PROVIDE NEW WALL MOUNTED �/ OCCUPANCY SENSOR AND CONNECT TO CONTROL LIGHT FIXTURES IN THE ASSOCIATED ROOM. REFER TO SENSOR SCHEDULE FOR DETAILS. COORDINATE WITH ARCHITECT FOR ADA COMPLIANT MOUNTING HEIGHT AND DEVICE COLOR. 6 NEW WALL MOUNTED OCCUPANCY SENSOR FOR RESTROOM: PROVIDE NEW WALL MOUNTED OCCUPANCY SENSOR AND CONNECT TO CONTROL LIGHT FIXTURES AND EXHAUST FAN IN THE ASSOCIATED ROOM. REFER TO SENSOR SCHEDULE FOR DETAILS. COORDINATE WITH ARCHITECT FOR ADA COMPLIANT MOUNTING HEIGHT AND DEVICE COLOR. 0 RELOCATED FURNITURE: EC SHALL VERIFY EXISTING RECEPTACLE IS PROVIDED WITH AN ISOLATED GROUND AND IG RECEPTACLE AND PROVIDE IF FOUND OTHERWISE. EXISTING LIGHT FIXTURE: CONNECT TO NEW OCCUPANCY SENSOR. FIXTURE �/ SHALL BE CLEANED AND RELAMPED PRIOR TO FINAL HANDOVER. VERIFY PROPER WORKING CONDITION AND REPAIR / REPLACE AS NEEDED. FIELD VERIFY EXISTING EMERGENCY LIGHT FIXTURE AND PROVIDE EMERGENCY BATTERY PACK / BALLAST AND ADDITIONAL CONDUCTORS TO CONNECT LIGHT FIXTURE AHEAD OF LIGHTING CONTROLS WHEN FOUND OTHERWISE.. WIRING SCHEDULE: CONDUCTOR SIZE BRANCH (COPPER) CONDUIT SIZE CIRCUIT BREAKER RATING PHASE/ 1-PH, 1-PH, 3-PH, 3-PH, NEUTRAL GROUND 1-POLE 2-POLE 3-POLE, 3-POLE, 3W 4W 20A 12 AWG 12 AWG 1/2" 3/4" 3/4" 3/4" 30A 10 AWG 10 AWG 3/4" 3/4" 3/4" 1" 40A 8 AWG 10 AWG 3/4" ill ill ill 50A 6 AWG 10 AWG 1" 1" 1-1/4" 1-1/4" 60A 4 AWG 10 AWG 1" 1-1/4" 1-1/4" 1-1/2" 80A 3 AWG 8 AWG 1-1/4" 1-1/4" 1-1/2" 1-1/2" 100A 1 AWG 8 AWG 1-1/2" 1-1/2" 2" 2" NOTES: VALUES SUBJECT TO CHANGE. FACTORS TO CONSIDER AS FOLLOWS- - TOTAL LENGTH OF WIRING. UPSIZE CONDUCTORS TO MAINTAIN MAXIMUM 3% VD ON BRANCH CIRCUIT AND 5% OVERALL. - MAXIMUM AMPERAGE A CONDUCTOR CAN CARRY UNDER CONDITIONS OF USE WITHOUT EXCEEDING ITS TEMPERATURE RATING PER NATIONAL ELECTRICAL CODE (NEC). - RULES PERTAIN ARE IN NEC SECTIONS110.14 C 1 ADDITIONAL NEC U THAT PE ( )( ), 210.20(A), 215.3, 250.122(B), 310.15(A)(3), 310.15(B)(2), AND 310.15(B)(3). - REFER TO NEC SECTION 240.6(A) FOR A LIST OF STANDARD WIRE SIZES AND OVERCURRENT PROTECTION DEVICES (FUSE OR CIRCUIT BREAKER). ELECTRICAL LOAD ANALYSIS LOADS TO BE REMOVED LOAD (VA) QUANTITY TOTAL - N/A 0 0 0 VA LOAD TO BE REMOVED 0 VA LOADS TO BE RELOCATED / LOAD (VA) REPLACED QUANTITY TOTAL - TELLER STATION 750 1 750 VA - RECEPTACLES 180 3 540 VA LOAD TO BE RELOCATED 1290 VA LOADS TO BE ADDED LOAD (VA) QUANTITY TOTAL - N/A 0 0 0 VA LOAD TO BE ADDED 0 VA NET CHANGE IN LOAD DUE TO RENOVATION WORK: (NO CHANGE IN LOAD) TOTAL LOAD 0 VA NOTES: - ELECTRICAL CONTRACTOR SHALL VERIFY CAPACITY OF EXISTING ELECTRICAL SERVICE AND CONTACT ENGINEER OF RECORD IN CASE OF ANY DISCREPANCIES. SHEET NOTES: 1. COORDINATE RELOCATION OF SECURITY DEVICES WITH SECURITY VENDOR AND PROVIDE ALL NECESSARY LABOR AND MATERIAL. 2. COORDINATE ALL CONDUIT AND POWER REQUIREMENTS FOR SECURITY EQUIPMENT WITH SECURITY CONTRACTOR. 3. COORDINATE ALL CONDUIT, POWER, AND CONTROL REQUIREMENTS FOR DRIVE THRU EQUIPMENT WITH DRIVE THRU EQUIPMENT VENDOR. 4. ALL BRANCH CIRCUITS SHALL BE ROUTED OVER HEAD, AND NOT IN SLAB, UNLESS NOTED OR INDICATED OTHERWISE, 5. REFER TO ARCHITECTURAL DETAILS FOR ALL OUTLET MOUNTING HEIGHTS AND LOCATIONS. 6. VERIFY THE AVAILABLE FAULT CURRENT AND SYSTEM CAPACITY W/ THE UTILITY COMPANY AND MAKE EQUIPMENT PROVISIONS AS REQUIRED. NEW CIRCUIT BREAKER INTERRUPTING RATINGS SHALL AT A MINIMUM MATCH EXISTING. 7. UPDATE ALL PANEL SCHEDULES W/ NEW TYPEWRITTEN DIRECTORY CARD. 8. CONCEAL ALL CONDUITS IN FLOORS, WALLS, OR CEILING UNLESS NOTED OTHERWISE. WHERE CONDUITS ARE UNABLE TO BE CONCEALED, PAINT TO MATCH ADJOINING SURFACE. 9. CONTRACTOR SHALL PATCH/REPAIR/PAINT ALL SURFACES AFFECTED BY THE REMOVAL OF EXISTING DEVICES/ FIXTURES. 10. COORDINATE WIRING DEVICE AND COVER PLATE COLOR WITH ARCHITECT. 11. PLENUM CABLE SHALL BE CLASS II, 18 AWG, STRANDED UL CLASSIFIED TEFLON JACKETED CABLE SUITABLE FOR USE IN PLENUMS. LOW VOLTAGE CABLE IS NOT SHOWN ON THE PLANS. 12. A NEUTRAL CONDUCTOR SHALL BE ROUTED TO ALL WALL MOUNTED LINE VOLTAGE SWITCHING DEVICE BOXES. WHERE WIRING DEVICE DOES NOT REQUIRE THE USE OF A NEUTRAL CONDUCTOR, CAP FCIi FUTURE USE. 13. EXIT AND NIGHT LIGHT FIXTURES: CONTRACTOR SHALL CONNECT TO UN -SWITCHED CIRCUIT AHEAD OF LIGHTING CONTROLLER. 14. EMERGENCY FIXTURES WITH INTEGRAL 90-MINUTE BATTERY PACKS SHALL BE PROVIDED WITH AN UN -SWITCHED HOT CONDUCTOR SO THAT THE BATTERY PACK CAN BE CHARGED WHEN FIXTURE IS SWITCHED OFF. 15. ALL LIGHT FIXTURE LENSES WITHIN THE AREA OF WORK SHALL BE CLEANED, RELAMPED, REPAIRED OR REPLACED; REGARDLESS IF FIXTURE IS RELOCATED OR REMAINING IN THE EXISTING LOCATION. CIRCUITING DESIGN INTENT: 1. VERIFY EXISTING PANEL(S) AND UPSTREAM ELECTRICAL DISTRIBUTION SYSTEM HAVE ADEQUATE SPARE LOAD CAPACITY AND EXISTING FEEDER(S) AND CIRCUIT BREAKER(S) ARE OF SUFFICIENT SIZE TO ACCOMMODATE THE ADDITION OF NEW LOADS. NOTIFY ENGINEER IF ANY DISCREPANCIES ARISE. 2. TO THE GREATEST EXTENT POSSIBLE, EC SHALL REUSE EXISTING BRANCH CIRCUITS SERVING AREA OF WORK TO ACCOMMODATE NEW DESIGN INTENT. 3. ALL NEW WIRING DEVICES SHALL BE RATED MINIMUM 20 AMP. 4. INTERCONNECT LOADS TO MAINTAIN DESIGN INTENT OF PROPOSED BRANCH CIRCUITS FOR NEW ELECTRICAL DEVICES (NOT ALL LISTED BELOW DEVICES ARE PART OF THE SCOPE OF WORK, REFER TO ELECTRICAL PLANS FOR DETAILS): MAXIMUM LOAD: MAXIMUM LOAD CONNECTED TO EACH BRANCH CIRCUIT SHALL NOT EXCEED 80% OF THE CIRCUIT BREAKER CONTINUOUS CURRENT RATING. EQUIPMENT, DRINKING FOUNTAIN: VERIFY EXISTING DRINKING FOUNTAIN CIRCUIT AND EXTEND AS REQUIRED. IF DRINKING FOUNTAIN IS NOT EXISTING, PROVIDE A 20A, 120V, DEDICATED CIRCUIT WITH GFCI CIRCUIT BREAKER. EQUIPMENT, PRINTERS: EACH PRINTER SHALL HAVE A DEDICATED, 20A, 120V, ISOLATED GROUND CIRCUIT. RECEPTACLES, CONVENIENCE: CONNECT UP TO FIVE (5) CONVENIENCE RECEPTACLES PER 20A, 120V CIRCUIT. RECEPTACLES, COUNTERTOP: ALL COUNTERTOP RECEPTACLES AND REFRIGERATOR RECEPTACLES IN THE BREAK ROOM SHALL BE CONNECTED TO A DEDICATED 20A, 120V CIRCUIT. WORKSTATIONS, OFFICES: CONNECT UP TO THREE (3) WORKSTATIONS PER 20A, 120V ISOLATED GROUND CIRCUIT. WORKSTATIONS, TELLERS: EACH TELLER WORKSTATION SHALL HAVE A DEDICATED, 20A, 120V ISOLATED GROUND CIRCUIT; UNLESS EXISTING TO REMAIN (NIC). Bank of America �%j ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUMJMANH. ID: FL2-019 ww III ,Illpll lihlnh'lilllllll I I :r rl, Nelco Architecture, Inc. a licensed affiliate Florida Certificate of Authorization Number: W6000525 Architect: Client Representative: Firm Name: NELSON Firm Name: JLL Attn: Mark Schroeder Attn: David Berrios T: 404.881.1811 Tel.: 813.245.0909 e-mail: mschroeder@nelsononline.com e-mail: David.Berrios@am.jlI.com Engineer: Firm Name: Infinity Engineering Group, LLC. Attn: Brett Nevaril 1208 E Kennedy Blvd, STE 230 Tampa, FL 33602 T: 813.434-4770 e-mail: brett@iegroup.net Certification of Authorization #27889 General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com Izn� Issue Date & Issue Description By Check 1 04/23/18 Issue For Review KL CV 2 04/27/18 Issue For Permit KL CV ISeal/Signature Ire NISIT SAPPARKHAO, P.E. FL REG. NO. 64085 .' •'s ,• �0'�6. r STAT - p ' oT' � OF ' cc' �. ��o I- A T1� Project Name Bank of America Zephyrhills IProject Type ADA Upgrade INELSON Project Number 18.00358.00 / 10-65.439 IDescription PROPOSED ELECTRICAL FLOOR PLAN Scale & Sheet Number AS INDICATED I E02w0l SERVICE MAIN DISCONNECT N EQUIPMENT GROUND BAR BONDED TO PANELBOARD CABINET NEUTRAL BAR �— MAIN BONDING JUMPER ISOLATED GROUND PANELBOARD (NOTE 6) GC EGC IG N EQUIPMENT —1 GROUND BAR BONDED TO PANELBOARD CABINET (NOTE 1) INSULATED NEUTRALBAR (NOTE 2) NOTE 4 I> ISOLATED GROUND RECEPTACLE MOUNTING SCREWS BOND ONLY THE RECEPTACLE FRAME TO METALLIC OUTLET BOX ISOLATED GROUND TERMINAL IS NOT CONNECTED TO THE RECEPTACLE FRAME AND IS THEREFORE INSULATED FROM THE OUTLET BOX GROUNDING PATH OUTLET BOX EQUIPMENT GROUND TERMINAL METALLIC OUTLET BOX SILVER GROUNDED (NEUTRAL) TERMINAL ORANGE COLOR FACE IDENTIFIES ISOLATED GROUND NOT CONNECTED GROUND ISOLATED GROUND BAR NOT BONDED TO TO RECEPTACLE FRAME (INSULATED FROM) PANELBOARD CABINET (NOTE 3) GENERAL NOTES: A. THIS DETAIL IS DIAGRAMMATIC IN NATURE AND IS NOT INTENDED TO INDICATE PROPOSED CIRCUIT ROUTING. PHASE CONDUCTORS AND RACEWAYS ARE NOT SHOWN FOR CLARITY. ALL RACEWAYS SHALL CONDUCTOR LEGEND BE SECURELY BONDED TO THE ENCLOSURES THE RACEWAYS CONNECT. — GC — GROUNDED (NEUTRAL) CONDUCTOR B. A GREEN EQUIPMENT GROUNDING CONDUCTOR IS REQUIRED IN ADDITION TO THE ISOLATED GROUNDING CONDUCTOR FOR BONDING METALLIC RACEWAY AND ENCLOSURES. UNDER NO CIRCUMSTANCES WILL A —EGC— EQUIPMENT GROUNDING CONDUCTOR METALLIC RACEWAY SYSTEM BE ACCEPTED AS THE SOLE MEANS OF EQUIPMENT GROUNDING. — IG — IsoLATED GRouNDwG CONDUCTOR C. GROUNDED (NEUTRAL) CONDUCTORS ARE ONLY REQUIRED FOR 120V LOADS OR POLYPHASE LOADS THAT —GEC— GROUNDING ELECTRODE CONDUCTOR REQUIRE 120V POWER. D. REFERENCE PLAN DRAWINGS FOR ACTUAL RECEPTACLE TYPE AND NEMA CONFIGURATION. NOTES: 1. EGC BUS BAR: ONLY EQUIPMENT GROUNDING CONDUCTORS SHALL TERMINATE ON THIS EQUIPMENT GROUND BAR. 2. NEUTRAL BUS BAR: ONLY GROUNDED (NEUTRAL) CONDUCTORS SHALL TERMINATE ON THIS NEUTRAL BAR. 3. IG BUS BAR: ONLY ISOLATED GROUNDING CONDUCTORS SHALL TERMINATE ON THIS ISOLATED GROUND BAR. 4. SIZED PER NEC TABLE 250.122 BASED ON CONTIN UOUS CURRENT RATING OF UPSTREAM OCPD (BREAKER/FUSE) PROTECTING ISOLATED GROUND PANELBOARD.ISOLATED GROUNDING CONDUCTORS ARE PERMITTED TO PASS THROUGH ONE OR MORE PANELBOARDS WITHOUT A CONNECTION TO THE INTERMEDIATE PANELBOARD GROUNDING TERMINALS. ISOLATED GROUNDING CONDUCTORS SHALL BE ROUTED BACK TO THE SERVICE EQUIPMENT FOR CONNECTION TO THE SERVICE EQUIPMENT GROUNDING TERMINAL WHERE THE NEUTRAL -GROUND CONNECTION IS MADE. 5. SIZED PER NEC TABLE 250.122 BASED ON CONTINUOUS CURRENT RATING OF BRANCH CIRCUIT OCPD (BREAKER/FUSE) PROTECTING ISOLATED GROUND RECEPTACLE. 6. ISOLATED GROUND CIRCUITS SHALL BE ROUTED IN DEDICATED RACEWAYS AND SHALL NOT BE COMBINED IN THE SAME RACEWAY WITH NON -ISOLATED GROUND CIRCUITS. EGC GC IG NOTE 5 ISOLATED GROUND DETAIL SCALE 1 N.T.S. NOT ALL DETAILS ON THIS SHEET ARE APPLICABLE TO THIS PROJECT. REFER TO PLAN DRAWINGS FOR SPECIFIC REQUIREMENTS. EXISTING iC3 NOTE: BEFORE THE START OF CONSTRUCTION, EC SHALL CONTACT iC3 REPRESENTATIVE FOR ALL MODIFICATIONS TO EXISTING iC3 SYSTEM OR TO DETERMINE IF SITES WITHOUT AN EXISTING iC3 ARE TO BE RETROFITTED WITH AN iC3 CONTROL PANEL. iC3 CONTRACT INFORMATION: PONCELL BROWN: IC3_OPERATIONS@BANKOFAMERICA.COM WITH A COPY TO: PONCELL.BROWN@AM.JLL.COM SENSOR SCHEDULE TYPE DESCRIPTION MANUFACTURER MODEL NUMBER MOUNTING NOTES Os os OCCUPANCY SENSOR - CORNER MOUNT WATTSTOPPER LMDX-100 CORNER CEILING DUAL TECHNOLOGY NOTE 5 OCCUPANCY SENSOR - 360 DEGREE DUAL TECHNOLOGY os B (LOW VOLTAGE) WATTSTOPPER LMDC-100 CEILING NOTE 5 DUAL TECHNOLOGY WALL SWITCH WATTSTOPPER DSW-301 WALL GM VS: VACANCY SENSOR (AUTO'ON' / AUTO'OFF) LINE VOLTAGE SENSOR SWITCH WSD-PDT WALL NOTES 1,2 OS: OCCUPANCY SENSOR (MANUAL 'ON' / AUTO 'OFF') os DIMMING PHOTO SENSOR WATTSTOPPER LMLS-400 CEILING NOTES 1,2 D LOW VOLTAGE DIGITAL WALL SWITCH, DIMMING WATTSTOPPER LMDM-101 WALL NOTES 1,2 Rc DIGITAL ON/OFF/0-10V DIMMING ROOM CONTROLLER, WATTSTOPPER LMRC-211 ABOVE CEILING 0-10V t SINGLE CONTACT NOTES 1,2,3,4 GDIGITAL Rc ON/OFF/0-10V DIMMING ROOM CONTROLLER, WATTSTOPPER LMRC-212 ABOVE CEILING 0-10V 2 DUAL CONTACT NOTES 1,2,3,4 Rc E)WATTSTOPPER DIGITAL ON/OFF/0-10V DIMMING ROOM CONTROLLER, LMRC-213 ABOVE CEILING 3 TRIPLE CONTACT EPc AUTOMATIC EMERGENCY POWER TRANSFER WATTSTOPPER ELCU-200 WALL MOUNT NOTE 2 CONTROL GENERAL NOTES: A. REFER TO ELECTRICAL SPECIFICATIONS AND ADDITIONAL REQUIREMENTS WHICH MAY NOT NECESSARILY BE REFLECTED IN CATALOG NUMBER AND/OR DESCRIPTION IN THE SCHEDULE. NOTES: 1. CONTRACTOR SHALL PROVIDE THE APPROPRIATE NUMBER OF ROOM CONTROLLERS AND OCCUPANCY SENSORS FOR THE PROJECT. COORDINATE WITH THE MANUFACTURER FOR THE CORRECT QUANTITY. 2. CONTRACTOR SHALL PROVIDE 4"x4" JUNCTION BOX AS REQUIRED. 3. ROOM CONTROLLER SHALL BE CONNECTED TO UNSWITCHED HOT. 4. MOUNT ROOM CONTROLLER ABOVE ACOUSTICAL CEILING TILE IN AN ACCESSIBLE LOCATION. 5. MULTIPLE OCCUPANCY SENSORS CONTROLLING A SINGLE SPACE SHALL BE WIRED IN PARALLEL. 6. ADD'ADCX' TO END OF NCM PDT 9 OR NCM PDT 10 FOR A COMBO SENSOR. I Emergency Light Fixture(s) Unswitched Hot Emergency Ballast I witched Hot 0-10V I Neutral Dimming H Ballast mii I I ---/ Lj>l INTEGRAL EMERGENCY BACK-UP APPLICATIONS W W BALLAST W/INTEGRAL BATTERY PACK Refer to Lighting Plan. —_�--� Wall Switch Under Cabinet Light Fixture(s) pplicable. Ff ed Hot H Non -Dimmable N Ballast _ — — —Ngutral— — — Normal Light Fixture(s) Hot Switched Ho[ H 0-10V Unswitched To DLM Lighting Control Panel for time control (Omit for areas not requiring time control). Daylight Harvesting Zones Only: Photosensor Provide photosensor for light o fixtures within 15ft of an exterior fenestration. Refer to Lighting Plan. ® c WIRING DIAGRAM IS TYPICAL. REFER TO LIGHTING PLAN FOR ROOM SPECIFIC CONTROLS AND PROVIDE ACCORDINGLY. Dimming Room Controller 0 Corner or 360 degree Os DLM Occupancy Sensor A mounted on ceiling. Refer to plans. Os B RJ45 Port (Typical) Class 2 0-10 Volt Control Wiring — Pre -Terminated Cables or CAT5e. LV Dimming Switch $L 0 RJ45 Connector (Typical) DLM ROOM CONTROLLER SCALE L1 WIRING DIAGRAM N.T.S. WALL SWITCH os OCCUPANCY SENSOR LINE VOLTAGE OCCUPANCY SENSOR SCALE L2 WIRING DIAGRAM N.T.S. DEDICATED EXHAUST FAN SCALE L3 WIRING DIAGRAM N.T.S. I Emergency Light Fixture(s) I Unswitc of H Emergency IN Ballast Switched Hot 0H Non -Dimmable I Neutral N Ballast I [Men's RR] I INTEGRAL EMERGENCY BACK-UP APPLICATIQNS: BALLAST W/INTEGRAL BATTERY PACK — — -- — -- — — — — — —. — Normal Light Fixture(s) Switched Hot #1 H Non -Dimmable Neutral N Ballast [Men's RR] IN lh�sffi UN I� I I INTEGRAL EMERGENCY BACK-UP APPLICATIONS: BALLAST W/ INTEGRAL BATTERY PACK — If applicable. Refer to Lighting Plan. I l___ Emergency Light Fiai..re(s) Itched Hot H Emergency N Ballast H Non -Dimmable N Ballast [Women's RR] — — — — — — — _j Normal Light Fixture(s) hed Hot #2 H Non -Dimmable at Ballast N t [Women's RR] — Normal Light Fixture(s) #3 N Non -Dimmable al Ballast I — — — — — — — — [Janitor's Closet] — I Non -Dimming Room Rc Controller Unswitched (2 or 3 relay 2s applicable) For applications that do not U U U U include a Janitor's Closet, provide two relay room controller. Janitor's Closet Men's RR Women's RR (When applicable) Corner or 360 degree DLM Occupancy os os Sensor mounted on ceiling. Refer to plans. A B LV On/Off Switch Janitor's Closet Men's RR Women's RR (When applicable) 0 0 0 $L Switched Neutral Non -Dimming Room Controller RC RJ45 Connector (Typical) Unswitched RJ45 Port (Typical) Pre -Terminated Cables or CAT5e. D Common EF Exhaust Fan RJ45 Port (Typical) COMMON EXHAUST FAN SCALE L4 WIRING DIAGRAM N.T.S. FURNISH ONE WATTSTOPPER LMCT-100 DIGITAL WIRELESS CONFIGURATION TOOL FOR OWNER'S USE WHEN PROJECT SCOPE INCLUDES THE INSTALLATION OF NEW WATTSTOPPER ROOM CONTROLLER. Bank of Amenca,4w ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUM./MANH. ID: FL2-019 Nelco Architecture, Inc. a licensed affiliate Florida Certificate of Authorization Number. W6000525 Architect: Client Representative: Firm Name: NELSON Firm Name: ILL Attn: Mark Schroeder Attn: David Berrios T: 404.881.1811 Tel.: 813.245.0909 e-mail: mschroeder@nelsononline.com e-mail: David.Berrios@am.jll.com Engineer: Firm Name: Infinity Engineering Group, LLC. Attn: Brett Nevaril 1208 E Kennedy Blvd, STE 230 Tampa, FL 33602 T:813.434-4770 e-mail: brett@iegroup.net Certification of Authorization #27889 General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com IIssue Date & Issue Description By Check 1 04/23/18 Issue For Review KL CV 2 04/27/18 Issue For Permit KL CV Seal/Signature NISIT SAPPARKHAO, P.E. FL REG. NO. 64085 No 6 t 85 'e-!3 STAT OF s�QT� O R n DATE IProiect Name Bank of America Zephyrhills NELSON Project Number 18.00358.00 / 10-65. IDescription ELECTRICAL DETAILS AND SCHEDULES IScale & Sheet Number AS INDICATED E0101 PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. The general provisions of the contract including General and Special Conditions and General Requirements shall apply to all work under this Section. 1.02 REQUIREMENTS OF REGULATORY AGENCIES AND STANDARDS A. Equipment, fixtures, material and installation shall conform to the requirements of the local Building Department, the serving utility companies, the National Electrical Code, National Electrical Safety Code, Life Safety Code, Occupational Safety and Health Act, and applicable national, state and local codes, ordinances and regulations. B. All equipment shall be equal to or exceed the minimum requirements of NEMA, IEEE, and UL. C. Should any change in Drawings or Specifications be required to comply with governmental regulations, the Contractor shall notify Architect/Engineer prior to execution of the Work. The work shall be carried out according to the requirements of such code in accordance with the instruction of the Architect/Engineer and at no additional cost to the Owner. D. The provisions of Standards, Codes, Laws, Ordinances, etc., shall be considered minimum requirements. In case of conflict between their published requirements, the Owner's Representative shall determine which is to be followed and his decision shall be binding. Specific requirements of thisspecification cation or the drawings, which exceed the published requirements, shall take precedence over them. 1.03 FEES A. All local fees, permits, and services of inspection authorities shall be obtained and paid for by the Contractor. The Contractor shall cooperate fully with local companies with respect to their services. Contractor shall include in his bid any costs to be incurred relative to power service (primary and/or secondary) and telephone service. 1.04 SCOPE OF WORK A. This division of the specifications covers the electrical systems of the project. It includes work performed by the electrical trades as well as trades not normally considered as electrical trades. B. Provide all incidentals, equipment, appliances, services, hoisting, scaffolding, supports, tools, supervision, labor consumable items, fees, licenses, etc., necessary to provide complete systems. Perform start-up and checkout on each item and system to provide fully operable systems. C. Examine and compare the Electrical Drawings with these specifications, and report any discrepancies between them to the Architect/Engineer and obtain from him written instructions for changes necessary in the work. At time of bid the most stringent requirements must be included in the bid. D. Examine and compare the Electrical Drawings and Specifications with the Drawings and Specifications of other trades, and report any discrepancies between them to the Architect/Engineer and obtain from him written instructions for changes necessary in the work. At time of bid, the most stringent requirements must be included in said bid. E. Install and coordinate the electrical work in cooperation with other trades installing interrelated work. Before installation, make proper provisions to avoid interferences in a manner approved by the Arch itect/Engineer. All changes required in the work of the Contractor, caused b his neglect to do so shall be made b him at his own expense. Y 9 � Y p F. It is the intent of the Drawings and Specifications to provide a complete workable system ready for the Owner's operation. Any item not specifically shown on the Drawings or called for in the Specifications, but normally required to conform with the intent, are to be considered a part of the Contract. G. All materials furnished by the Contractor shall be new and unused (temporary lighting and power products are excluded) and free from defects. All materials used shall bear the Underwriter's Laboratory, Inc. label provided a standard has been established for the material in question. H. Except for conduit, conduit fittings, outlet boxes, wire and cable, all items of equipment or material shall be the product of one manufacturer throughout the entire project. Multiple manufacturers will not be permitted. 1.05 REFERENCES A. Utilize the following abbreviations and definitions for discernment within the Drawings and Specifications. 1. Abbreviations a) NEC National Electrical Code. b) OSHA Occupational Safety and Health Act. c) ANSI American National Standards Institute. d) NFPA National Fire Protection Association. e) ASA American Standards Association. f) IEEE Institute of Electrical and Electronics Engineers. g) NEMA National Electrical Manufacturers Association. h) UL Underwriters' Laboratories, Inc. i) IES Illuminating Engineering Society. j) ICEA Insulated Cable Engineers Association. k) ASTM American Society of Testing Materials. 1) ETL Electrical Testing Laboratories, Inc. m) CBM Certified Ballast Manufacturers. n) EIA Electronic Industries Association. o) LED Light Emitting Diode. p) OEM Original Equipment Manufacturer. 1.06 DEFINITIONS A. "PROVIDE" means to supply, purchase, transport, place, erect, connect, test, and turn over to Owner, complete and ready for regular operation, the particular Work referred to. B. "INSTALL" means to join, unite, fasten, link, attach, set up, or otherwise connect together before testing and turning over to Owner, complete and ready for regular operation, the particular Work referred to. C. "FURNISH" means to supply all materials, labor, equipment, testing apparatus, controls, tests, accessories, and all other items customarily required for the proper and complete application for the particular Work referred to. D. "WIRING" means the inclusion of all raceways, fittings, conductors, connectors, tape, junction and outlet boxes, connections, splices, and all other items necessary and/or required in connection with such Work. E. "CONDUIT" means the inclusion of all fittings, hangers, supports, sleeves, etc. F. "AS DIRECTED" means as directed by the Architect/Engineer, or his representative. G. "CONCEALED" means embedded in masonry or other construction, installed behind wall furring or within double partitions, or installed above hung ceilings. 1.07 COORDINATION OF THE WORK A. Certain materials will be provided by other trades. Examine the Contract Documents to ascertain these requirements. B. Carefully check space requirements with other trades and the physical confines of the area to insure that all material can be installed in the spaces allotted thereto including finished suspended ceilings and the spaces within the existing building. Make modifications thereto as required and approved. C. Transmit to other trades all information required for work to be provided under their respective Sections in ample time for installation. D. Wherever work interconnects with work of other trades, coordinate with other trades to insure that all trades have the information necessary so that they may properly install all the necessary connections and equipment. Identify all items of work that require access so that the ceiling trade will know where to install access doors and panels. E. Coordinate, project and schedule work with other trades in accordance with the construction sequence. F. The Drawings show only the general run of raceways and approximate location of outlets. Any significant changes in location of outlets, cabinets, etc., necessary in order to meet field conditions shall be brought to the immediate attention of the Architect/Engineer and receive his approval before such alterations are made. All such modifications shall be made without additional cost to the Owner. G. Obtain from the Architect/Engineer in the field the location of such outlets or equipment not definitely located on the Drawings. H. Circuit "tags" in the form of arrows are used where shown to indicate the home runs of raceways to electrical distribution points. These tags show the circuits in each home run and the panel designation. Show the actual circuits numbers on the finished record drawings and on panel directory card. Where circuiting is not indicated, Electrical Subcontractor must provide required circuiting in accordance with the loading indicated on the drawings and/or as directed. I. Adjust location of conduits, panels, equipment, pull boxes, fixtures, etc. to accommodate the work to prevent interferences, both anticipated and encountered. Determine the exact route and location of each raceway prior to fabrication. 1. Right -of -Way: a) Lines that pitch have the right-of-way over those that do not pitch. For example: steam, condensate, and plumbing drains normally have right-of-way. Lines whose elevations cannot be changed to have right-of-way over lines whose elevations can be changed. b) Make offsets, transitions and changes in direction in raceways as required to maintain proper headroom in pitch of sloping lines whether or not indicated on the Drawings. J. Wherever the work is of sufficient complexity, prepare additional Detail Drawings to scale similar to that of the bidding Drawings, prepared on tracing medium of the same size as Contract Drawings. With these layouts, coordinate the work with the work of other trades. Such detailed work to be clearly identified on the Drawings as to the area to which it applies. Submit for review Drawings clearly showing the work and its relation to the work of other trades before commencing shop fabrication or erection in the field. K. Coordinate with the local Electric Utility Company and the local Telephone Company as to their requirements for service connections and provide all necessary materials, labor and testing. L. Coordinate with contractors for work under other Divisions of this specification for all work necessary to accomplish this contractor's work. 1.08 EXAMINATION OF SITE A. Prior to the submitting of bids, the Contractor shall visit the site of the job and shall familiarize himself with all conditions affecting the proposed installation and shall make provisions as to the cost thereof. Failure to comply with the intent of this paragraph will in no way relieve the contractor of performing all necessary work shown on the Drawings. ELECTRICAL SPECIFICATIONS GENERAL REQUIREMENTS 1.09 PROGRESS OF WORK A. The Contractor shall order the progress of his work to conform to the progress of the work of other trades and shall complete the entire installation as soon as the conditions of the building will permit. Any cost resulting from the defective or ill-timed work performed under this section shall be borne by the Contractor. 1.10 DELIVERY, STORAGE, AND HANDLING A. Ship and store all products and materials in a manner that will protect them from damage, weather and entry of debris. If items are damaged, do not install, but take immediate steps to obtain replacement or repair. Any such repairs shall be subject to review and acceptance of the Arch itect/Engineer. B. Deliver materials in manufacturer's unopened container fully identified with manufacturer's name, trade name, type, class, grade, size and color. C. Store materials suitably sheltered from the elements, but readily accessibly for inspection by the Architect/Engineer until installed. Store all items subject to moisture damage in dry, heated spaces. 1.11 EQUIPMENT ACCESSORIES A. Provide supports, hangers and auxiliary structural members required for support of the work. for of raceways through structural, mason and concrete walls of floors and elsewhere as B. Furnish and set all sleeves o passage y g a , masonry will be required for the proper protection of each raceway passing through building surfaces. C. Wall mounted equipment may be directly secured to wall by means of steel bolts. Maintain at least 1" air space between equipment and supporting wall. Groups or arrays of equipment may be mounted on adequately sized steel angles, channels, or bars. Prefabricated steel channels providing a high degree of mounting flexibility, such as those manufactured by Kindorf, Glob-Strutt and Unistrut, may be used for mounting arrays of equipment. 1.12 OPERATIONS AND MAINTENANCE MANUALS A. General: Provide operations & maintenance (O&M) manuals in accordance with the Contract Documents. 1. Provide two (2) copies of each manual. 2. Manuals shall be 8-1/2 inches X 11 inches in hard cover 3-ring loose-leaf binders. 3. Manuals shall be complete and in Owner's hands prior to turning building over to Owner and at least 10 days prior to instruction to operating personnel. B. Provide manufacturer's literature as regularly published by the respective manufacturers for proper preventative and comprehensive maintenance. C. Provide O&M manuals including but not limited to the following. 1. Alphabetical list of all system components, with the name, address, and 24-hour phone number of the company responsible for servicing each item during the first year of operation. 2. Operating instructions for complete system including: a) Normal starting, operating, and shut -down. b) Emergency procedures for fire or failure of major equipment. c) Summer and winter special procedures, if any. d) Day and night special procedures, if any. 3. Maintenance instruction including: a) Proper lubricants and lubricating instructions for each piece of equipment, and date when lubricated. b) Necessary cleaning, replacement and/or adjustment schedule. 4. Manufacturer's data for each piece of equipment including: a) Installation instructions. b) Drawings and specifications. c) Parts list, including recommended items to be stocked. d) Complete wiring diagrams. e) Marked or changed prints locating all concealed parts and all variations from the original system design. f) Test and inspection certificates. D. Refer to individual specification sections for additional O&M requirements. 1.13 RECORD DOCUMENTS A. During construction, keep an accurate record of all deviations between the work as shown on Drawings and that which is actually installed. Keep this record set of prints at the job site for review by the Architect/Engineer. B. Upon completion of the installation and acceptance by the owner, transfer all record drawing information to one neat and legible set of prints. Then deliver them to the Architect/Engineer for transmittal to the Owner. C. Provide in each main electrical switchboard room a framed copy under glass of the appropriate Single Line Riser Diagram as reviewed by the electrical engineer. Media shall be a high quality presentation type paper. Blueprints or other media which fade shall not be used. 1.14 GUARANTEE A. Guarantee all material and workmanship for a period of one (1) year from date of final acceptance by the Owner, except that where guarantees or warranties for longer terms are specified herein, such longer term to apply. Within 24 hours after notification, correct any deficiencies that occur during the guarantee period at no additional cost to the Owner, all to the satisfaction of the Owner and Architect/Engineer. Obtain similar guarantees from subcontractors, manufacturers, suppliers and subtrade specialists. PART 2 - PRODUCTS 2.01 MATERIALS A. Applicable equipment and materials shall be listed by Underwriters' Laboratories and Manufactured in accordance with ASME, NEMA, ANSI or IEEE standards, and as approved by local authorities having jurisdiction as mentioned in Division 1. B. If products and materials are specified or indicated on the Drawings for a specific item or system, use those products or materials. If products and materials are not listed in either of the above, use first class products and materials, subject to approval of Shop Drawings where Shop Drawings are required or as approved in writing where Shop Drawings are not required. C. All equipment capacities, etc. are listed for job site operating conditions. All equipment sensitive to altitudes or ambient temperatures to be derated and method of derating shown on Shop Drawings. Where operating conditions shown differ from the laboratory test conditions, the equipment to be derated and the method of derating shown on Shop Drawings. 2.02 SUBSTITUTION OF MATERIALS OR EQUIPMENT A. All requests for substitution of materials or equipment shall be made in writing by the Contractor. The request must be in the Engineers office not less than 10 days prior to the bid date. Samples of proposed substitute materials or equipment shall be submitted to the Engineer for review whenever they are requested. Bids shall be based only upon the specified materials and equipment, or substitutes that have received written acceptance from the Engineer prior to the bid. B. Wherever the words "for approval" or "approved" are used in regard to manufactured specialties, or wherever it is desired to substitute a different make or type of apparatus for that specified, submit all information pertinent to the adequacy and adaptability of the proposed apparatus, and secure Architect/Engineer's acceptance before apparatus is ordered. C. Wherever quantities or a definite make and size of apparatus is specified, the make and size of apparatus which is proposed must conform substantially (in regard to the operating results) to that specified or implied. Same shall apply to important in ordination with the rest of the system, r o properly fitting it into available dimensions relating to operation of apparatus co y m, o t p ope y g space conditions. Any substitution of equipment or apparatus shall include all necessary revisions, as required to complete the installation. D. Acceptance of substitutions, for equipment specified herein, will not be given merely upon submission of manufacturer's names and will be given only after receipt of complete and satisfactory performance data covering the complete range of operating conditions in tabular and graphical form. Furnish complete and satisfactory information relative to equipment dimensions, weight, etc. Acceptance of all equipment specified or shown on the Drawings, or substitutions submitted for that specified or shown on the Drawings, will be granted if such equipment, in the opinion of the Architect/Engineer, conforms to the performance requirements, space conditions, weight requirements and quality requirements. Any additional construction and design costs incurred as a result of any accepted substitution shall be borne by the Contractor. The opinion and judgement of the Architect/Engineer shall be final, conclusive, and binding. 2.03 SHOP DRAWINGS A. Prepare and submit detailed Shop Drawings for materials, systems, and equipment as listed herein, including locations and sizes of all openings in floor decks, walls, and floors. B. The Work described in any Shop Drawing submission shall be carefully checked for all clearances (including those required for maintenance and servicing), field conditions, maintenance of architectural conditions, and proper coordination with all trades on the job. Each submitted Shop Drawing shall include a certification that all related job conditions have been checked and that no conflict exists. C. All drawings shall be submitted sufficiently in advance of field requirements to allow ample time for checking and resubmittal as may be required. All submittals shall be complete and contain all required and detailed information. D. Acceptance of any submitted data or Shop Drawings for material, equipment apparatus, devices, arrangements, and layout shall not relieve Contractor from responsibility of furnishing same of proper dimensions and weight, capacities, sizes, quantity, quality and installation details, to efficiently perform the requirements and intent of the Contract. Such acceptance shall not relieve Contractor from responsibility for errors, omissions, or inadequacies of any sort on submitted data or Shop Drawings. E. Each Shop Drawing shall contain the following information. 1. Provide general information on each copy of the submittal. a) Project title. b) Reference to the applicable drawing and specification article. c) Contractor and supplier identification, addresses and telephone numbers. d) Submittal Date. 2. Certification that the contractor has reviewed the submittal. 3. Refer to individual specification sections for additional information requirements. F. Shop Drawing submittals shall be provided for each specific material, system, or equipment as identified herein. 1. As a minimum, make submittals on the following items: a) Raceways, conduit & wire b) Wiring devices and plates c) Switchboards d) Transformers e) Panelboards f) Fuses g) Disconnect switches h) Motor control centers i) Motor controllers, starters, and contactors j) Lighting fixtures, lamps k) Instrumentation, metering equipment 1) Special systems - fire alarm, security, CCTV, intercom, etc. 2. Refer to individual specification sections for additional submittal requirements. PART 3 - EXECUTION 3.01 INSTALLATION B. Follow manufacturer's instructions for installing, connecting, and adjusting all equipment. ment. Provide one c0PY of such instructio ns to the Architect/Engineer before installing any equipment. Provide a copy of such instructions at the equipment during any work on the equipment. Provide all special supports, connections, wiring, accessories, etc. C. Use mechanics skilled in their trade for all work. D. Keep all items protected before and after installation. Clean up all debris. E. Before commencing Work, examine all adjoining, underlying, etc., Work on which this Work is in any way dependent for perfect workmanship and report any condition which prevents performance of first class work. Become thoroughly familiar with actual existing conditions to which connections must be made or which must be changed or altered. 3.02 PREMIUM TIME WORK A. The following Work shall be performed at night or weekend other than holiday weekends as directed and coordinated with the Owner. 1. All tie-in, cut -over and modifications to the existing electrical system and other existing system requiring tie-ins or modifications shall be arranged and scheduled with the Owner to be done at a time as to maintain continuity of the service and not interfere with normal building operations. 3.03 EXCAVATION, TRENCHING AND BACKFILL A. Provide excavation for the Work. Excavate all material encountered, to the depths indicated on the drawings or required. Remove from the site, excavated materials not required or suitable for backfill. Provide grading, as may be necessary, to prevent surface water from flowing into trenches or other excavations. Remove any water accumulating therein. Provide sheeting and shoring as may be necessary for the protection of the Work and for the safety of personnel. B. Provide trenches of widths necessary for the proper execution of the Work. Grade bottom of the trenches accurately to provide uniform bearing and support the Work on undisturbed soil at every point along its entire length. Except where rock is encountered, do not excavate below the depths indicated. Where rock excavations are required, excavate rock to a minimum overdepth of four (4") inches below the trench depths indicated on the Drawings or required. Backfill overdepths in the rock excavation and unauthorized overdepths with loose granular, moist earth, thoroughly machine tamped, to a compaction level of at least 95 percent to standard protector density or 75 percent relative density or as specified by the Architect. Whenever unstable soil that is incapable of properly supporting the Work, as determined by Architect/Engineer, is encountered in the bottom of the trench, remove soil to a depth required and backfill the trench to the proper grade with coarse sand, fine gravel, or other suitable material. C. Excavate trenches for utilities to a depth that will provide the following minimum depths of cover from existing grade or from indicated finished grade, whichever is lower, unless otherwise specifically shown. 1. Primary electric service: four (4) feet (minimum) 2. Secondary electric service: two (2) feet (minimum) 3. Telephone service: two (2) feet (minimum) D. Trenches shall not be placed within ten (10) feet of foundation or soil surfaces which must resist horizontal forces. E. Do not backfill trenches until all required tests have been preformed and the installation observed by the Engineer. Comply with the requirements of other sections of these specifications. Backfill shall consist of non -expansive soil with limited porosity. Deposit in six (6") inch layers and thoroughly and carefully tamp until the Work has a cover of not less than one (1) foot. Backfill and tamp remainder of trench at twelve (12") inch intervals until complete. Uniformly grade the finished surface. Backfill and tamp with compaction at least equal to the surrounding area. 3.04 CUTTING, PATCHING AND REPAIRING A. The work shall be carefully laid out in advance. Where cutting, channeling, chasing or drilling of floors, walls, partitions, ceilings or other surfaces is necessary for the proper installation, support or anchorage of raceway, outlets or other equipment, the work shall be carefully done. Any damage to the building, piping, equipment or defaced finish plaster, woodwork, metalwork, etc. shall be repaired by skilled mechanics of the trades involved at no additional cost to the Owner. B. Where conduits, mounting channels, outlet, junction, or pull boxes are mounted on a painted surface, or a surface to be painted, they shall be painted to match the surface. Whenever support channels are cut, the bare metal shall be cold galvanized. 3.05 DEMOLITION AND CONTINUANCE OF EXISTING SERVICES A. All existing electrical services not specifically indicated to be removed or altered shall remain as they presently exist. B. Should any existing services interfere with new construction, the Contractor shall (after obtaining written approval from the Arch itect/Engineer) alter or reroute such existing equipment to facilitate new construction. C. Under no circumstances shall existing services be terminated or altered unless deemed necessary by the Architect/Engineer or specified herein; also, prior to altering any existing situation, the Contractor shall notify the Owner in writing giving two (2) weeks advance notice of planned alteration. D. It shall be solely the Contractor's responsibility to guarantee continuity of present facilities (with respect to damage or alteration due to new construction) and any unauthorized alteration to existing equipment shall be corrected by the Contractor to the Architect/Engineer's satisfaction at the Contractor's expense. 3.06 CLEANING UP A. Contractor shall take care to avoid accumulation of debris, boxes, crates, etc., resulting from the installation of his work. Contractor shall remove from the premises each day all debris, boxes, etc., and keep the premises clean. B. Contractor shall clean up all fixtures and equipment at the completion of the project. C. All switchboards, panelboards, wireways, trench ducts, cabinets and enclosures shall be thoroughly vacuumed clean prior to energizing equipment and at the completion of the project. Equipment shall be opened for observation by the Architect/Eiigineer as required. 3.07 WATERPROOFING A. Avoid, if possible, the penetration of any waterproof membranes such as roofs, machine room floors, basement walls, and the like. If such penetration is necessary, perform it prior to the waterproofing and furnish all sleeves or pitch -pockets required. Advise the Architect/Engineer and obtain written permission before penetrating any waterproof membrane, even where such penetration is shown on the Drawings. B. If Contractor penetrates any walls or surfaces after they have been waterproofed, he shall restore the waterproof integrity of that surface as directed by the Architect/Engineer at his own expense. 3.08 SUPPORTS A. Support work in accordance with the best industry practice and the following. B. Include supporting frames or racks extending from building structure for work indicated as being supported from walls where the walls are incapable of supporting the weight. In particular, provide such frames or racks in electric closets. C. Include supporting frames or racks for equipment, intended for vertical surface mounting, which is required in a free standing position. D. Supporting frames or racks shall be of standard angle, standard channel or specialty support system steel members. They shall be rigidly bolted or welded together and adequately braced to form a substantial structure. Racks shall be of ample size to assure a workmanlike arrangement of all equipment mounted on them. E. Nothing, (including outlet, pull and junction boxes and fittings) shall depend on electric conduits, raceways, or cables for support, except that threaded hub type fittings having a gross volume not in excess of 100 cubic inches may be supported from heavy wall conduit, where the conduit is securely supported from the structure within five inches of the fitting on two opposite sides. F. Nothing shall rest on, or depend for support on, suspended ceilings media (tiles, lath, plaster, as well as splines, runners, bars and the like in the plane of the ceiling). G. Provide required supports and hangers for conduit, equipment, etc., so that loading will not exceed allowable loadings of structure. 3.09 FASTENINGS A. Fasten electric work to building structure in accordance with the best industry practice and the following. B. Floor or pad mounted equipment shall not be held in place solely by its own dead weight. Include anchor fastening in all cases. C. For items which are shown as being ceiling mounted at locations where fastening to the building construction element above is not possible, provide suitable auxiliary channel or angle iron bridging, tying to the building structural elements. 3.10 TESTING EQUIPMENT AND MATERIALS A. The Contractor shall provide all testing instruments, equipment and all materials, connections, labor, etc., required to perform tests. B. Test all circuits, fixtures, equipment, and systems for proper operation and freedom from grounds, shorts and open circuits before acceptance is requested. C. Measure voltage at panelboards and outlets after the building is fully occupied. Make final transformer tap adjustments based on these measurements. D. Perform all tests required by local authorities, such as tests of life safety systems, in addition to tests specified herein. E. Perform tests required by other specification sections. Bank of America �% ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL N UMAWANH. ID: FL2-019 • Nelco Architecture, Inc. a licensed affiliate Florida Cethcate of Authorization Number: AA26000525 Architect: Client Representative: Firm Name: NELSON Firm Name: JLL Attn: Mark Schroeder Attn: David Berrios T: 404.881.1811 Tel.: 813.245.0909 e-mail: mschroeder@nelsononline.com e-mail: David.Berrios@am.jll.com Engineer: Firm Name: Infinity Engineering Group, LLC. Attn: Brett Nevaril 1208 E Kennedy Blvd, STE 230 Tampa, FL 33602 T: 813.434-4770 e-mail: brett@iegroup.net Certification of Authorization #27889 General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com IIssue Date & Issue Description By Check 1 04/23/18 Issue For Review KL CV 2 04/27/18 Issue For Permit KL CV Seal/Signature NISIT SAPPARKHAO, P.E. FL REG. NO. 64085 No 35 : 3: STA E OF on DATE Project Name Bank Of America Zephyrhilis IProject Type ADA Upgrade NELSON Project Number 1 0358.00 / 10-65.439 IDescription ELECTRICAL SPECIFICATIONS Scale & Sheet Number AS INDICATED E04mOl PLUMBING SPECIFICATIONS: PART 1 - GENERAL 1.1 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. PART 2 - PRODUCTS 2.1 PIPING MATERIALS A. COMPLY WITH REQUIREMENTS IN "PLUMBING PIPING SCHEDULE" ARTICLE FOR APPLICATIONS OF PIPE, TUBE, AND FITTING MATERIALS, AND FOR JOINING METHODS, INSULATION, AND HANGING REQUIREMENTS FOR SPECIFIC SERVICES, SERVICE LOCATIONS, AND PIPE SIZES. 2.2 VALVES A. NSF COMPLIANCE: NSF 61 FOR VALVE MATERIALS FOR POTABLE -WATER SERVICE. B. WATER SHUTOFF SERVICE: TWO-PIECE, FULL PORT, BRASS BALL VALVES WITH BRASS TRIM. C. CHECK VALVES: BRASS SILENT CHECK VALVES WITH NONMETALLIC DISC SUITABLE FOR HORIZONTAL OR VERTICAL INSTALLATION. D. FUEL GAS SHUTOFF SERVICE: TWO-PIECE, FULL PORT, BRASS BALL VALVES WITH BRASS TRIM, UL LISTED FOR GAS SERVICE. E. FUEL GAS PRESSURE REGULATORS: COMMERCIAL STYLE REGULATORS WITH INTERNAL PRESSURE RELIEF VALVES. 2.3 HANGERS AND SUPPORTS A. PROVIDE HANGERS INDICATED ON DRAWINGS. B. WALL SUPPORTS 1. PIPING 3" AND SMALLER: STEEL RISER CLAMP. C. VERTICAL SUPPORT: STEEL RISER CLAMP. PART 3 - EXECUTION 3.1 PIPING INSTALLATION A. INSTALL ESCUTCHEONS AT EACH WALL, FLOOR, AND CEILING PENETRATION IN EXPOSED FINISHED LOCATIONS AND WITHIN CABINETS AND MILLWORK. USE DEEP PATTERN ESCUTCHEONS WHERE REQUIRED TO CONCEAL PROTRUDING PIPE FITTINGS. B. INSTALL SLEEVES FOR PIPING PENETRATIONS OF WALLS, CEILINGS, AND FLOORS. C.INSTALL SLEEVE SEALS FOR PIPING PENETRATIONS OF CONCRETE WALLS AND SLABS. D. MAKE SOLDERED JOINTS USING LEAD FREE SOLDER AND A NON-CORROSIZE, PASTE -TYPE FLUX. CORE SOLDER IS NOT PERMITTED SOLDER SHALL BE SOLID STRING OR WIRE TYPE. WHERE SOLDERED COPPER PIPING IS CONNECTED TO THREADED BRASS PIPING, USE CAST BRASS ADAPTOR. E. PLACE PLUGS IN ENDS OF UNCOMPLETED PIPING AT END OF EACH DAY OR WHEN WORK STOPS. F. MINIMUM SLOPE OF HORIZONTAL DRAIN PIPING SHALL BE 1/4" PER FOOT FOR PIPING 2-1/2" OR LESS, 1/8" PER FOOT FOR PIPING 3" TO 6", AND 1/16" PER FOOT FOR PIPING 8" OR LARGER. G. MAKE CHANGES IN DIRECTION IN DRAIN PIPING WITH INDIVIDUAL EIGTH BENDS AND WYES. H. QUARTER BENDS, SWEEPS, TEES, AND COMBINATION WYE & EIGTH BEND FITTINGS ARE NOT PERMITTED FOR USE ON DRAIN PIPING. I. EXTEND RIGID GAS PIPING TO EXTERIOR GAS APPLIANCES AND INSTALL SHUTOFF VALVE, DIRT LEG, AND UNION AT EACH APPLIANCE. 3.2 JOINT CONSTRUCTION A. REAM ENDS OF PIPES AND TUBES AND REMOVE BURRS. BEVEL PLAIN ENDS OF STEEL PIPE. PIPING NOTES: A. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE PIPING SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE. B. ELEVATIONS AS SHOWN ON THE DRAWINGS ARE TO THE CENTERLINE OF ALL PRESSURE PIPING AND TO THE INVERT OF ALL GRAVITY PIPING. C. MAINTAIN A MINIMUM OF 3'6" OF GROUND COVER OVER ALL UNDERGROUND HVAC PIPING (EDIT DEPTH OF GROUND COVER TO SUIT FROST LINE DEPTH AND PROJECT REQUIREMENTS). D. UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD, TIGHT TO UNDERSIDE OF STRUCTURE OR SLAB, WITH SPACE FOR INSULATION IF REQUIRED. E. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS, TRAPS, FLANGES, AND OTHER APPURTENANCES REQUIRING ACCESS ARE ACCESSIBLE. F. ALL VALVES SHALL BE INSTALLED SO THAT VALVE REMAINS IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE OF VALVE IS REMOVED. G. ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE PROVIDED WITH POSITION INDICATORS B. REMOVE SCALE, SLAG, DIRT, AND DEBRIS FROM INSIDE AND OUTSIDE OF PIPES, TUBES, AND FITTINGS BEFORE ASSEMBLY. C. THREADED JOINTS: THREAD PIPE WITH TAPERED PIPE THREADS ACCORDING TO ASME 61.20.1. CUT THREADS FULL AND CLEAN USING SHARP DIES. REAM THREADED PIPE ENDS TO REMOVE BURRS AND RESTORE FULL ID. JOINT PIPE FITTINGS AND VALVES AS FOLLOWS: 1. APPLY APPROPRIATE TAPE OR THREAD COMPOUND TO EXTERNAL PIPE THREADS, 2. DAMAGED THREADS: DO NOT USE PIPE OR FITTINGS WITH THREADS THAT ARE CORRODED OR DAMAGED. D. DISSIMILAR -MATERIAL PIPING JOINTS: MAKE JOINTS USING ADAPTERS COMPATIBLE WITH MATERIALS OF BOTH PIPING SYSTEMS. 3.3 HANGERS AND SUPPORT INSTALLATION A. SUPPORT PIPES THROUGHOUT BUILDING, BOTH HORIZONTALLY AND VERTICAL IN ACCORDANCE WITH REQUIREMENTS HEREIN AND AS SHOWN ON THE DRAWINGS. DO NOT USE FASTENERS WHICH PENETRATE THE ROOF DECK. B. PROVIDE COPPER PLATED HANGERS AND SUPPORTS FOR UNINSULATED COPPER PIPING. PROVIDE PLASTIC INSERTS FOR UNINSULATED COPPER PIPING PENETRATING METAL STUDS. C. IN AREAS WITHOUT CEILINGS, SECURE INSULATION SHIELDS TO INSULATION WITH PRESSURE SENSITIVE TAPE AT EACH END OF SHIELD. INSTALL HANGERS TO PROVIDE MINIMUM Y2" CLEAR SPACE BETWEEN FINISHED COVERING AND ADJACENT WORK. E. PLACE A HANGER WITHIN ONE FOOT OF EACH HORIZONTAL ELBOW. F. SUPPORT VERTICAL PIPE RUNS AT ROOF, AT FLOOR, AND AT MAXIMUM 15-FOOT INTERVALS. G. SPACE SUPPORTS NOT MORE THAN FIVE FEET APART AT VALVES, STRAINERS OR PIPING ACCESSORIES LARGER THAN 2" H. INSTALL LATERAL BRACING WITH PIPE HANGERS AND SUPPORTS TO PREVENT SWAYING. I. INSTALL HANGERS AND SUPPORTS TO ALLOW CONTROLLED THERMAL, AND SEISMIC MOVEMENT OF PIPING SYSTEMS, TO PERMIT FREEDOM OF MOVEMENT BETWEEN PIPE ANCHORS, AND TO FACILITATE ACTION OF EXPANSION JOINTS, EXPANSION LOOPS, EXPANSION BENDS, AND SIMILAR UNITS. J. ADJUSTING 1. HANGER ADJUSTMENTS: ADJUST HANGERS TO DISTRIBUTE LOADS EQUALLY ON ATTACHMENTS AND TO ACHIEVE INDICATED SLOPE OF PIPE. 2. LOAD DISTRIBUTION: ADJUST HANGERS AND SUPPORTS SO THAT PIPING LIVE AND DEAD LOADS AND STRESSES FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. 3. PIPE SLOPES: ADJUST HANGERS AND SUPPORTS TO PROVIDE INDICATED PIPE SLOPES AND TO NOT EXCEED MAXIMUM PIPE DEFLECTIONS ALLOWED BY ASME B31.9 FOR BUILDING SERVICES PIPING. 4. TRIM EXCESS LENGTH OF CONTINUOUS - THREAD HANGER AND SUPPORT RODS TO 1-1/2". 3.4 PIPE INSULATION INSTALLATION A.INSULATE FITTINGS AND VALVES WITH PERFORMED INSULATION FITTINGS WITH PVC JACKET. 3.5 VALVE AND SPECIALTIES INSTALLATION A.PROVIDE DEEP SEAL P-TRAPS FOR FLOOR DRAINS AND MOP BASINS. B. FOR CLEANOUTS LOCATED IN CONCEALED PIPING, INSTALL CLEANOUT WALL ACCESS COVERS OF TYPES INDICATED, WITH FRAME AND COVER FLUSH WITH FINISHED WALL. C. PROTECT DRAINS DURING CONSTRUCTION PERIOD TO AVOID CLOGGING WITH DIRT OR DEBRIS AND TO PREVENT DAMAGE FROM TRAFFIC OR CONSTRUCTION WORK. AND MAXIMUM ADJUSTABLE STOPS (MEMORY STOPS). H. PROVIDE CHAINWHEEL OPERATORS FOR ALL VALVES IN EQUIPMENT ROOMS MOUNTED GREATER THAN 7'-0" ABOVE FLOOR LEVEL; CHAIN SHALL EXTEND TO T-0" ABOVE FLOOR LEVEL. I. ALL VALVES (EXCEPT CONTROL VALVES) AND STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE REDUCING SIZE TO MAKE CONNECTIONS TO EQUIPMENT AND CONTROLS. J. UNIONS AND/OR FLANGES SHALL BE INSTALLED AT EACH PIECE OF EQUIPMENT, IN BYPASSES, AND IN LONG PIPING RUNS (100 FEET OR MORE) TO PERMIT DISASSEMBLY FOR ALTERATION AND REPAIRS. K. INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING. L. ALL PIPING SHALL CLEAR DOORS AND WINDOWS. M. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND EASY OPERATION. N. ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. PLUMBING PIPING SCHEDULE: PIPE HANGER INSULATION SYSTEM LOCATION SIZE MATERIAL JOINTS FITTINGS SPACING (FT) THICKNESS (IN) NOTES DOMESTIC ABOVE 1-1/4" AND SMALLER TYPE L HARD WROUGHT 6 1/2 COLD WATER GRADE COPPER SOLDER COPPER � 1-1/2 AND SMALLER 10 1/2 - 1-1/2" AND SMALLER HUBLESS HUBLESS HUBLESS CAST 5 - 1,2 CAST IRON IRON SANITARY 1-1/2" AND SMALLER DWV HARD CAST BRONZE OR 10 - - SEWER ALL COPPER SOLDER WROUGHT 1-1/4 6 - - COPPER ALL PVC SCHD 40 SOLVENT DWV SOCKET 4 - 3 DWV WELD GENERAL NOTES: A. ALL PRODUCTS USED IN DOMESTIC COLD AND HOT WATER PIPING F. FOR INSULATED PIPING PROVIDE PIPE HANGER INSULATION SYSTEMS MUST BE NSF/ANSI 61 CERTIFIED AND BE LEAD FREE. SHIELD ACCORDING TO HANGER MANUFACTURER. LEAD FREE PRODUCTS MUST BE LISTED AND LABELED BY A THIRD G. FOR INSULATED PIPING PROVIDE PIPE HANGER INSULATION PARTY AS LEAD FREE SUCH THAT THE WETTED SURFACE SHIELD ACCORDING TO HANGER MANUFACTURER. MATERIALS HAVE NO MORE THAN 0.25% LEAD CONTENT. H. HANGER SPACING DOES NOT APPLY TO UNDERGROUND AND B. INSULATION TO BE FIBERGLASS, POLYMER FOAM, OR BELOW SLAB PIPING. ELASTOMERIC PREFORMED PIPE INSULATION WITH SELF SEALING I. INSULATION THICKNESS ONLY APPLIES TO DOMESTIC HOT WATER ADHESIVE LAP. FOR UNDERGROUND AND BELOW SLAB PIPING. C. DOMESTIC COLD WATER, STORM PIPING, AND CONDENSATE PIPING J. HUBLESS CAST IRON JOINTS MUST BE MADE WITH ASTM C1540 FIBERGLASS INSULATION MUST HAVE VAPOR RETARDED JACKET, HEAVY DUTY SHIELDED COUPLINGS WITH CENTER STOPS. SEAL JOINTS WITH 2" WIDE PRESSURE SENSITIVE VAPOR K. PVC PIPE MUST BE SOLID WALL, FOAM CORE IS NOT PERMITTED. RETARDED TAPE. L. DO NOT USE PVC PIPING IN RETURN AIR PLENUM. D. INSULATION MUST BE INSTALLED ACCORDING TO M. DUCTILE IRON AND CAST IRON PIPING MUST HAVE POLYETHYLENE MANUFACTURER'S REQUIREMENTS. ENCASEMENT WHEN INSTALLED IN CORROSIVE SOILS, VERIFY IN E. PIPE HANGING AND SUPPORT COMPONENTS AND METHODS TO BE FIELD. IN ACCORDANCE WITH ANSI/MSS SP-58-2009. NOTES: 1. AT LEAST 1 ADDITIONAL HANGER IS REQUIRED AT EACH JOINT. 2. 10' HANGER SPACING IS PERMITTED ONLY IF 10' LENGTHS OF PIPE ARE USED. 3. PIPE MATERIAL MAY BE USED WHERE PERMITTED BY AUTHORITY HAVING JURISDICTION. PIPE MATERIALS: CONDITION/LOCATION MATERIAL TYPE ABOVE GROUND WATER TYPE "L" COPPER BELOW GROUND WATER TYPE "K" COPPER WASTE (UNDER 2") TYPE "M" COPPER WASTE ABOVE 2") CAST IRON WASTE SCHEDULE 40 PVC PLASTIC VENT SCHEDULE 40 PVC PLASTIC VENT (UNDER 2") TYPE "M" COPPER VENT (ABOVE 2") CAST IRON SLOPE OF HORIZONTAL DRAINAGE PIPE: SIZE(INCHES) MIN. SLOPE (INCHES PER FOOT) 2-1/2 OR LESS 1/4 3 TO 6 1 /8 8 OR LARGER 1/16 PLUMBING INSULATION NOTES: DOMESTIC COLD WATER ABOVE GRADE: LIGHT DENSITY, FIBERGLASS PIPE INSULATION. 1/2" THICK, WITH VAPOR BARRIER JACKET. DOMESTIC HOT WATER ABOVE GRADE: LIGHT DENSITY, FIBERGLASS PIPE INSULATION, 1" THICK, WITH GLASS CLOTH JACKET. AT CONTRACTOR'S OPTION FIBERGLASS SNAP ON INSULATION WITH FOAM VAPOR BARRIER MAY BE SUBSTITUTED FOR ABOVE. DOMESTIC HOT AND COLD WATER PIPING IN PIPE CHASES SHALL BE INSULATED WITH "/" THICK, 3-1/21B. DENSITY FIBERGLASS WITH ALL PURPOSE VAPOR BARRIER JACKET. EXPOSED SANITARY WASTE PIPING SHALL BE INSULATED WITH 1%" THICK,GLASS MINERAL WOOL, WITH ALL PURPOSE VAPOR BARRIER JACKET. PLUMBING FIXTURE SCHEDULE: PLAN BASIC OF CONNECTIONS MARK DESCRIPTION DESIGN TRIM CW HW W V NOTES WATER CLOSET KOHLER PRESSURE ASSISTED 1.6GPF TANK TYPE FLOOR WC (TANK TYPE HIGHLINE MOUNTED WATER CLOSET. K-3493 FOR LEFT 1/2" - 4" 2" 3 FLOOR OUTLET) K-3493-0 HAND LEVER LOCATION. KOHLER K-4650 ELONGATED OPEN FRONT SEAT FAUCET TYPE F-A, KEENEY 570OPC DRAIN, 301PC LAVATORY (WALL KOHLER SOHO P-TRAP, TRUEBRO LAV GUARD E-Z SERIES LAV MOUNTED SINK) K-2054-0 WHITE. PROVIDE ASSE 1070 THERMOSTATIC 1/2" 1/2" 2" 1-1/2" 1, 2, 3, 4 MIXING VALVE, SET OUTLET TEMPERATURE TO 100°F. F-A LAVATORY FAUCET ZURN 0.5 GPM VANDAL RESISTANT AERATOR. ADA 3/8" 3/8" - - 3 Z-7440-XL-FC COMPLIANT NOTES: 1. REFER TO ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT AND EXACT MOUNTING POSITION OF FIXTURES, 2. FAUCET HOLES TO MATCH FAUCET SPECIFIED. 3. FIXTURE ASSEMBLY MUST BE APPROVED BY AND INSTALLED PER ADA REQUIREMENTS. 4. PROVIDE INSULATION KIT ON ALL ADA FIXTURES EXPOSED SUPPLIED AND TRAP. BASIS OF DESIGN PRODUCTS ARE INDICATED FOR REFERENCE ONLY. COMPARABLE PRODUCTS WILL BE ACCEPTED PROVIDED COMPLIANCE WITH TECHNICAL SPECIFICATION REQUIREMENTS. FIXTURE UNIT LOAD VALUES: FIXTURE TYPE OCCUPANCY CONTROL L QTY. FIXTURE UNITS DRAINAGE WATER SUPPLY COLD HOT TOTAL LAVATORY PUBLIC FAUCET 2 1.0 1.5 1.5 2.0 WATER CLOSET (1.6GPF) PUBLIC FLUSH TANK 2 4.0 5.0 - 5.0 NOTES: 1. DRAINAGE FIXTURE UNITS BASED ON FLORIDA PLUMBING CODE TABLE 709.1. WATER SUPPLY FIXTURE UNITS BASED ON UNIFORM PLUMBING CODE TABLE E103.3(2). 2. ITEMS IN GRAY ARE EXISTING TO REMAIN OR OUT OF SCOPE OF WORK. Bank of America ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUMAWANH. ID: FL2-019 Nelco Architecture, Inc. a licensed affiliate Florida Certificate of Authorization Number: AA26000525 Architect: Client Representative: Firm Name: NELSON Firm Name: 3LL Attn: Mark Schroeder Attn: David Berrios T: 404.881.1811 Tel.: 813.245.0909 e-mail: mschroeder@nelsononline.com e-mail: David.Berrios@am.jll.com Engineer: Firm Name: Infinity Engineering Group, LLC. Attn: Brett Nevaril 1208 E Kennedy Blvd, STE 230 Tampa, FL 33602 T: 813.434-4770 e-mail: brett@iegroup.net Certification of Authorization #27889 General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com Issue Date & Issue Description By Check 1 04/23/18 Issue For Review 3P VO 2 04/27/18 Issue For Permit JP VO ISeal/Signature NISIT SAPPARKHAO, P.E. FL REG. NO. 64085 1`do 085 o id�� .�. s " 3 S TA E OF 4U: i A, DATE IProject Name Bank Of America Zephyrh i l is Upgrade NELSON Project Number 18.00358.00 / 10-65.439 IDescription PLUMBING SPECIFICATIONS, NOTES, AND SCHEDULES Scale & Sheet Number AS INDICATED POOM01 PROVIDE #5 DOWEL - EPDXY PROVIDE #4 REBAR, MAX. 18" ON COATED, 12" ON CENTER STAGGERED W/MIN. 9" CENTER ENTIRE LENGTH OF TRENCH. �." ° ..EMBEDMENT INTO EXISTING SOIL TREATMENT IN AREA OF TRENCH CONCRETE SLAB • �� � @ ". III ° IN It •" PER LATEST ADOPTED LOCAL BUILDING CODE W/ WELL COMPACTED +` �, r , 0O G EXISTING CONCRETE APPROVED BACKFILL MATERIAL' + . e,.�', , O= • ®� . ` ...s . °.. SLAB -ON -GRADE EXISTING CONCRETE • SLAB -ON -GRADE ,, .� .*.�,`eeG . ,. �2 9 MIN y� • • ,"a, , ., A^ . ,„� r r, r r �-�---�r•--ri 1.75"A h/I I N. r� g to .r ! ! �» GC SHALL NOTIFY ENGINEER OF RECORD 00 ; .°• .• .. ��ir �f' 3p NfIPL a IF SCOPE OF WORK REQUIRES WIDER ' yK? �,h, M"on ^gym�ila°IIII TRENCH OR IF OTHER FLOOR SYSTEMS (E.G. THICKENED EDGE, GRADE BEAMS " 111"i���^ WITH PIERS, POST TENSION, ETC.) ARE "�"� ^" ' `" ENCOUNTERED PROVIDE VAPOR 3 EQ EQ - BARRIER, 15 MIL MIN. MAX. MAX. 18" O.C. 18" O.C. 36" MAX. TRENCH EXISTING CONCRETE . ••n , •. '_• . • � �, - SLAB -ON -GRADE °' ` s, r .• mm Ipl^.,. ^NI•: . u4� i. IW,Id t •�• • , IN + °• tlllx :r'.' ; F IIII , ,.. • • •...� III FILL TRENCH WITH MIN, ° :• .. f".,; :; , s am".I^, a•.. 4,000 PSI CONCRETE ',E-XI�Tlmq SLAB `: : ' .' �•.� T EXISTING CONCRETE a� �, "THIqKNE$S -. i. .',tra ••• '.::• • +• •;. II • III SLAB -ON -GRADE � "� • � ��'���.. ♦ �'Yo���'.iR\• �� � , \ •`,�'h�":�i x��^\. 94. i. �.. ik �' AI� a�•�' ^,"�46� ", MUIWII ��� � L + � 1� . INTERIOR SLAB -ON -GRADE CONCRETE RESTORATION DETAIL SCALE 1 N.T.S. BALL VALVE (TYP) CHECK VALVE (TYP) HOT WATER PIPING ABOVE CEILING. THERMOSTATIC MIXING VALVE (TMV-1) CERTIFIED TO-I/�-�� REFER TO FLOOR PLANS FOR PIPE MEET ASSE 1070. SET OUTLET TEMPERATURE TO 1050 SIZING AND ROUTING. OR AS DIRECTED BY OWNER PERSONNEL I �i innnni NOTES 1. THIS PIPING ARRANGEMENT IS FOR A SINGLE HAND -WASHING FIXTURE WITH MIXING VALVE ABOVE CEILING. 2. FOR A SINGLE MIXING VALVE TO SERVE MULTIPLE HAND -WASHING FIXTURES, REFER TO FLOOR PLANS FOR PIPING SIZING AND ARRANGEMENT. MIXING VALVE SHALL BE SIZED AND RATED FOR THE TOTAL FLOW RATE REQUIRED BY THE NUMBER OF FIXTURES CONNECTED TO THAT PARTICULAR MIXING VALVE. 3. FOR COUNTERTOP FIXTURES WITH CASEWORK BELOW, IT IS ACCEPTABLE TO LOCATE THE MIXING VALVE, WITH ASSOCIATED UNIONS AND SHUT-OFF VALVES, IN THE CASEWORK BELOW FIXTURE, PROVIDED THE OWNER AND AUTHORITIES HAVING JURISDICTION ALLOW THIS LOCATION. HOT PIPING T T COLD WATER PIPING ABOVE CEILING. REFER TO FLOOR PLANS FOR PIPE SIZING AND ROUTING. FINISHED CEILING. PROVIDE ACCESS PANEL IN INACCESSIBLE CEILING SPACES WHERE REQUIRED. REFER TO ARCHITECTURAL DRAWINGS FOR INFORMATION. HAND -WASHING FIXTURE. REFER TO FLOOR PLANS AND FIXTURE SCHEDULE FOR FIXTURE TYPE, LOCATION, AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. PLUMBING FIXTURE STOP. REFER TO FINISHED FLOOR SPECIFICATIONS FOR ADDITIONAL INFORMATION (TYP) FIXTURE THERMOSTATIC MIXING VALVE PIPING SCHEMATIC SCALE 2 N.T.S. COLD PIPING INSULATION (AS REQUIRED) HANGER MAY TOUCH PIPE. HANGERS IN CONTACT WITH COPPER PIPE SHALL BE COPPER OR HAVE COPPER INSERTS. INSULATION (AS REQUIRED) NOTE- VAPOR BARRIER TO BE CONTINUOUS AT ALL JOINTS. i IK".1 Zt]:&=11l:11111117 INSULATION PIPING SCALE 3 PROTECTION DETAIL I N.T.S. WATER HAMMER ARRESTORS TO BE LOCATED AND SIZED IN ACCORDANCE WITH PLUMBING. AND DRAINAGE INSTITUTE STANDARD P.D.I WH2O1 HW AND CW DROP TO FIXTURE WATER HAMMER DETAIL SCALE 4 N.T.S. RESTROOM 101 [PLUMBING SYMBOLS: -- HOT WATER --- HOT WATER RECIRCULATION COLD WATER SANITARY - - - - - - - - VENT LIGHT LINES INDICATE EXISTING TO REMAIN. DARK LINES INDICATE NEW OR EXISTING TO BE RELOCATED. 6 D PIPE ELBOW DOWN 6 PIPE ELBOW UP 6 PIPE UNION 6 BALL VALVE GATE VALVE �.1 CHECK VALVE STOP VALVE LOCATION OF EXISTING PIPING AND FIXTURES NOT SHOWN. CONTRACTOR TO FIELD -VERIFY SIZE, TYPE, AND CONDITION OF EXISTING PIPING. SCHEMATIC REPRESENTATION ONLY, REFER TO ARCHITECTURAL PLANS FOR PLUMBING FIXTURE PLANS AND ELEVATIONS. -� EXISTING VENT EXISTING �- HW EXISTING CW - 0.5" 0.5" II i I I WC WCO FLOOR „ 4" J.� EXISTING SAN RESTROOM JANITOR'S 102 CLOSET PLUMBING RISER DIAGRAM SCALE N.T.S. NOT ALL DETAILS ON THIS SHEET MAY APPLY TO THIS PROJECT. REFER TO PROJECT PLUMBING FLOOR PLANS FOR FIXTURES APPLICABLE TO THIS PROJECT. Bank of America ADA- ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NU1VI./1\4ANH. ID: FL2-019 NELSON Nelco Architecture, Inc. a licensed affiliate Florida Certificate of Authorization Number. AA26000525 Architect: Client Representative: Firm Name: NELSON Firm S r Name: ILL Attn: Mark Schroeder Attn: David Berrios T: 404.881.1811 Tel.: 813.245.0909 e-mail: mschroeder@nelsononline.com e-mail: David. Berrios@am.jll.com Engineer: Firm Name: Infinity Engineering Group, LLC. Attn: Brett Nevaril 1208 E Kennedy Blvd, STE 230 Tampa, FL 33602 T: 813.434-4770 e-mail: brett@iegroup.net Certification of Authorization #27889 General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T: 813.481.5778 e-mail: skramer@spartancc.com IIssue Date & Issue Description By Check 1 04/23/18 Issue For Review JP VO 2 04/27/18 Issue For Permit JP VO Seal/Signature NISIT SAPPARKHAO, P.E. FL REG. NO. 64085 s, ri No 085 s� TA OF 4 O RC�e� 4,a DATE IProject Name Bank of America Zephyrh i I Is AUA upgraae lNELSON Project Number 18.00358.00 / 10-65.439 IDescription PLUMBING RISER AND DETAILS lScale & Sheet Number AS INDICATED Pol 001 I I 1 I I I I — I __ I I I I BREAK LOBBY RESTROOM JANITOR RESTROOM ROOM 100 r- 101 r—i 104 r---�— 102 103 PLUMBING DEMOLITION PLAN KEYED NOTES: n REMOVE WATER CLOSET AND PIPING AT MAIN: REMOVE EXISTING WATER CLOSET. CUT AND CAP �1 EXISTING WATER SUPPLY, WASTE, AND VENT PIPING AT MAIN. REMOVE LAVATORY AND PIPING AT MAIN: REMOVE EXISTING LAVATORY. CUT AND CAP EXISTING (J WATER SUPPLY, WASTE, AND VENT PIPING AT MAIN. 0 EXISTING FIXTURES: ALL EXISTING PLUMBING FIXTURES IN THIS AREA ARE TO REMAIN. BREAK LOBBY RESTROOM JANITOR RESTROOM ROOM PLUMBING PROPOSED PLAN KEYED NOTES - NEW NEW WATER CLOSET CONNECTING TO MAIN: INSTALL NEW WATER CLOSET, CONNECT 1/2" DOMESTIC (J COLD WATER, 4" SANITARY, AND 2" VENT LINES TO EXISTING MAIN. SEE PLUMBING FIXTURE SCHEDULE WC FOR MORE INFORMATION. `/ NEW LAVATORY CONNECTING TO MAIN: INSTALL NEW LAVATORY, CONNECT 1/2" DOMESTIC COLD AND ( ��/ HOT WATER, 2" SANITARY, AND 1-1/2" VENT LINES TO EXISTING MAIN. PROVIDE ASSE 1070 THERMOSTATIC MIXING VALVE, SET OUTLET TEMPERATURE TO 100°F. SEE PLUMBING FIXTURE SCHEDULE LAV FOR MORE INFORMATION. 0VADJUST FLOOR DRAIN: ADJUST EXISTING FLOOR DRAIN HEIGHT AND LOCATION AS NEEDED PER NEW FINISHES TO PROVIDE PROPER SLOPE AND MAKE FLUSH WITH FLOOR. 0 RECONFIGURE PLUMBING: RECONFIGURE EXISTING SANITARY STACKS AND WATER LINES AS NEEDED TO CORRESPOND WITH NEW FIXTURE LOCATIONS. REFER TO PLUMBING RISER DIAGRAM FOR ADDITIONAL INFORMATION. 0 HOT WATER: PLUMBING CONTRACTOR TO ENSURE THAT EXISTING ELECTRIC TANK WATER HEATER IS IN GOOD WORKING CONDITION AND THAT HOT WATER IS PROVIDED TO FIXTURES, GENERAL PLUMBING NOTES: A. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM RUNS (100 FEET OR MORE) TO PERMIT DISASSEMBLY FOR ALL LABOR REQUIRED TO INSTALL COMPLETE AND ALTERATION AND REPAIRS. OPERABLE PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE. O. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND EASY OPERATION. B. RUN ALL SOIL WASTE AND VENT PIPING WITH 2% MINIMUM GRADE UNLESS OTHERWISE NOTED. HORIZONTAL VENT P. ALL VALVES (EXCEPT CONTROL VALVES) AND STRAINERS PIPING SHALL BE GRADED TO DRIP BACK TO THE SOIL OR SHALL BE FULL SIZE OF PIPE BEFORE REDUCING SIZE TO WASTE PIPE BY GRAVITY. MAKE CONNECTIONS TO EQUIPMENT AND CONTROLS, C. ELEVATIONS AS SHOWN ON THE DRAWINGS ARE TO THE Q. PROVIDE CHAINWHEEL OPERATORS FOR ALL VALVES IN CENTERLINE OF ALL PRESSURE PIPING AND TO THE EQUIPMENT ROOMS MOUNTED GREATER THAN T-0" INVERT OF ALL GRAVITY PIPING. ABOVE FLOOR LEVEL; CHAIN SHALL EXTEND TO T-0" ABOVE FLOOR LEVEL. D. ADJUST SEWER INVERTS TO KEEP TOPS OF PIPE IN LINE WHERE PIPE SIZE CHANGES. R. PROVIDE ALL PLUMBING FIXTURES AND EQUIPMENT WITH ACCESSIBLE STOPS. E. MAINTAIN A MINIMUM OF 3'6" OF GROUND COVER OVER ALL UNDERGROUND WATER MAINS AND A MINIMUM OF 3'0" S. UNLESS OTHERWISE NOTED, DRAINS SHALL BE INSTALLED OF GROUND COVER OVER ALL UNDERGROUND SEWERS AT THE LOW POINT OF ROOFS, AREAWAYS, FLOORS, ETC. AND DRAINS. T. PROVIDE CLEANOUTS IN SANITARY AND STORM DRAINAGE F. PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER SYSTEMS AT ENDS OF RUNS, AT CHANGES IN DIRECTION, PIPING SYSTEM BRANCHES IN WHICH BRANCH PIPING NEAR THE BASE OF STACKS, EVERY 50 FEET IN SERVES TWO OR MORE FIXTURES- HORIZONTAL RUNS AND ELSEWHERE AS INDICATED (EDIT HORIZONTAL CLEANOUT SPACING TO SUIT CODE AND G. UNLESS OTHERWISE NOTED, ALL DOMESTIC COLD AND PROJECT REQUIREMENTS). HOT WATER PIPING SHALL BE 12 INCH SIZE. U. ALL CLEANOUTS SHALL BE FULL SIZE OF PIPE FOR PIPE H. UNLESS OTHERWISE NOTED, ALL PIPING IS OVERHEAD, SIZES 6 INCHES AND SMALLER AND SHALL BE 6 INCHES TIGHT TO UNDERSIDE OF SLAB, WITH SPACE FOR FOR PIPE SIZES LARGER THAN 6 INCHES. INSULATION IF REQUIRED- V. ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL I. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, BE PROVIDED WITH POSITION INDICATORS AND MAXIMUM UNIONS, TRAPS, FLANGES, AND OTHER APPURTENANCES ADJUSTABLE STOPS (MEMORY STOPS). REQUIRING ACCESS ARE ACCESSIBLE. W. ALL VALVES SHALL BE INSTALLED SO THAT VALVE J. WHERE DOMESTIC COLD AND HOT WATER PIPING DROPS REMAINS IN SERVICE WHEN EQUIPMENT OR PIPING ON INTO A PIPE CHASE, THE SIZE SHOWN FOR THE PIPE EQUIPMENT SIDE OF VALVE IS REMOVED. DROPS SHALL BE USED TO THE LAST FIXTURE. X. ALL PIPING WORK SHALL BE COORDINATED WITH ALL K. INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING. TRADES INVOLVED. OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL L. ALL PIPING SHALL CLEAR DOORS AND WINDOWS. COST TO THE OWNER. M. ALL PIPING SHALL GRADE TO LOW POINTS. PROVIDE HOSE Y. PROVIDE FLEXIBLE CONNECTIONS IN ALL PIPING SYSTEMS END DRAIN VALVES AT THE BOTTOM OF ALL RISERS AND CONNECTED TO PUMPS AND OTHER EQUIPMENT WHICH LOW POINTS. REQUIRE VIBRATION ISOLATION. FLEXIBLE CONNECTIONS SHALL BE PROVIDED AS CLOSE TO THE EQUIPMENT AS N. UNIONS AND/OR FLANGES SHALL BE INSTALLED AT EACH POSSIBLE OR AS INDICATED ON THE DRAWINGS. PIECE OF EQUIPMENT, IN BYPASSES, AND IN LONG PIPING MECHANICAL SCOPE OF WORK: THE SCOPE OF WORK FOR THIS PROJECT DOES NOT INCLUDE ANY MECHANICAL MODIFICATION TO THE EXISTING SYSTEMS ALREADY IN PLACE. GENERAL CONTRACTOR SHALL FIELD VERIFY IF ANY ALTERATIONS TO THE EXISTING SYSTEMS ARE REQUIRED AND CONTACT THE ARCHITECT OF RECORD PRIOR TO START OF WORK. KEY PLAN: AREA OF WORK LINE AND HATCH LEGEND: NOTE: REFER TO DEMOLITION PLANS FOR NOTES AND REQUIREMENTS. DASHED LINES INDICATE EXISTING TO BE REMOVED. _.._... ...._.. _...... LIGHT DASHED LINES INDICATE EXISTING TO BE REMOVED BUT ARE NOT PART OF DISCIPLINE. LIGHT LINES INDICATE EXISTING TO REMAIN. DARK LINES INDICATE NEW/RELOCATED OR EXISTING TO BE RELOCATED. AREA NOT IN SCOPE OF WORK FOR THIS DISCIPLINE wlmmllHiq r 9^rep 77 �i I I�� I�..I P � wI I _ �I gull llluluulpluil�uuuuluiuuuullluu _.. . +4� �9111111 a iwi Illlltl� i�. yl q � 1 IIII pp .,. IIIII Illlillll ti. � ,,,,. _ p _ J �V!IIIIIIIWII V�VQIaa � 'tlP' MITI-011I L. fi Bank of America W ADA- ZEPHYRHILL S 5632 GALL BOULEVARD ZEPHYRHILLS, FL 33542 SERIAL NUM./MANH. ID: FL2-019 -611 :11 4 1; 1*] 1 — Nelco Architecture, Inc. a licensed affiliate Florida Certificate of Authorization Number: AA26000525 Architect: Client Representative: Firm Name: NELSON Firm Name: JLL Attn: Mark Schroeder Attn: David Berrios T: 404.881.1811 Tel.: 813.245.0909 e-mail: mschroeder@nelsononline.com e-mail: David.Berrios@am.jll.com Engineer: Firm Name: Infinity Engineering Group, LLC, Attn: Brett Nevaril 1208 E Kennedy Blvd, STE 230 Tampa, FL 33602 T:813.434-4770 e-mail: brett@iegroup.net Certification of Authorization #27889 General Contractor: Firm Name: Spartan Contracting Corporation Attn: Scott Kramer T:813.481.5778 e-mail: skramer@spartancc.com IIssue Date & Issue Description By Check 1 04/23/18 Issue For Review JP VO 2 04/27/18 Issue For Permit JP VO ISeal/Signature NISIT SAPPARKHAO, P.E. FL REG. NO. 64085 12)y •�. 0 •• No B 85 � ' a w STA OF ' �U y Project Name Bank of America Zephyrhills lProject Type ADA Upgrade INELSON Project Number 18.00358.00 / 10-65.439 Description PLUMBING DEMOLITION AND PROPOSED PLAN IScale & Sheet Number AS INDICATED P02mOl CVV k-Y r -W J