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HomeMy WebLinkAbout5632 Gall Blvd (3)# 0 1- V __ k __ LAI-_ I I][ ZEPHYRHILLS DU - FL2-019 ATM Cap Add Issue for SD Review Issue for Permit ;.ct f;� iw !:v 4 A:__� 1 1C( 5632 GALL BOULEVARD ZEPHRYHILLS, FL 33542 08-O2-2019 12-O6-2019 Client Representative Jones Lang LaSalle Lisa Drees Tel.: 813.624.4512 Email: lisa.drees@am.jll.com Architect NELSON Nelson / Nelco Architecture Inc. a licensed affiliate of Nelson Worldwide, LLC 201 E Kennedy Blvd. - Suite 450 Tampa, FL 33602 Attn.: Nicole Arwood Tel: 813.803.8713 Email: narwood@nelsonww.com Architect of Record: Peter Hauerstein Tel: 813.803.8726 Email: phauerstein@nelsonww.com FL Lic. No.: AR97797 MEP Engineers Infinity Engineering Group, LLC 1208 East Kennedy Boulevard, Suite 230 Tampa, FL 33602 Attn.: Nisit Sapparkhai Tel.: 813.630.2330 E-mail: nisit@iegroup.net TN Lic. No.: 114923 Project Manager: Todd Stickler Tel.: 813.927.0272 E-mail: todd@iegroup.net General Contractor Spartan Contracting Corporation Attn.: Kris Paterson Tel.: 813.818.0932 Email: kpaterson@spartancc.com PjM Project #: 02807P1191521 Architect Project #: 19.0002502.000 UERST �R977 1 .......... ..... ..............................................................................x. ABBREVIATIONS VICINITY MAP GRAPHIC SYMBOLS PROJECT INFORMATION A E _ R REFLECTED CEILING/ POWER & COMMUNICATION PROJECT ADDRESS: 5632 GALL BOULEVARD ACOUS ACOUSTIC(AL) ELAST ELASTOMERIC ]AN JANITOR RDR READER ACOUSTICAL CEILING/GRID CEILING MOUNT EXIT SIGN, ZEPHRYHILLS, FL 33542 AFF ABOVE FINISHED FLOOR ELEC ELECTRICAL RECES RECESSED 4 SHOWS QTY OF FACE(S) PROJECT NAME: BANK OF AMERICA __ AL ALUMINUM EMBED EMBEDD(ED)(ING) RECPT RECEPTACLE �r ; ,; MAIN RUNNER &DIRECTION OF ARROW(S) ATM CAP ADD - MADISON ALT ALTERNATE ENGR ENGINEERED) i REF REFERENCE)`'' RECESSED DOWNLIGHT PROJECT TYPE &SIZE: (1) DRIVE UP ATM INSTALLATION ENTR ENTRANCE KIT KITCHEN LEC REFL REFLECTED ANNUNC ANNUNCIATOR m - AREA OF WORK: 1 370 S FT. ANOD ANODIZED EQ EQUAL REFR REFRIGERATOR GYPSUM BOARD SOFFIT Q• APPL APPLIANCE EQUIP EQUIPMENT L REQD REQUIRED "` NQ#tTH AVENUE ADJUSTABLE DOWNLIGHT DESCRIPTION: N OF NEW DRIVE -UP ATM EXIST EXISTING RESIS RESIST(ANT)(IVE) �, ; PROJECT DESCR INSTALLATION ARCH ARCHITECT(URAL) LAV LAVATORY ryr',a; f - rk AUTO AUTOMATIC EXPJT EXPANSION JOINT REINF REIN FORCE(D)(ING)(MENT) 4'X4' LIGHT FIXTURE RECESSED WALL WASHER IN EXISTING DRIVE-THRU EXPS EXPOSE(D) LB POUND RESIL RESILIENT `�. AVG AVERAGE • • BRITISH POUND (CURRENCY) 'f� PROJECT OCCUPANCY: BUSINESS �� 4'X4' NIGHT LIGHT/24 HR. & AND EXT EXTERIOR LT LIGHT RFG ROOFING „ y �,� ;`', SURFACE MTD FIXTURE F LVLG LEVELING RM ROOM ,I CIRCUIT B - - - LVR LOUVERRO ROUGH OPENING 4ti - - G� r FAB FABRICATION EXISTING TO BE REMOVED -� _� SITE LIGHT POLE FIXTURE - C � �' � �• T�" BLDG BUILDING FD FLOOR DRAIN M ✓� r 2 X2 LIGHT FIXTURES EXT GROUND MTD FIXTURE BOLLD BOLLARD FE FIRE EXTINGUISHER - SCR SCRIBE " 4 N �._� CODE DATA BD BOARD .a^wr+ r , FE&C FIRE EXTINGUISHER AND MAX MAXIMUM. BLKG BLOCKING sEcuR SECURITY �' + 2'X2' NIGHT LIGHT/24 HR. -- CABINET MFD MANUFACTURED e. CEF� EXHAUST FAN BRDLM BROADLOOM FHC FIRE HOSE CABINET MFR MANUFACTURER SF SQUARE FEETr 5;�4 SGL SINGLE ti „x fir" r' _ - CIRCUIT ALL WORK FOR THIS PROJECT SHALL COMPLY WITH THE FOLLOWING BU BUILT UP FIN FINISH MECH MECHANICAL %r,t�� '� CSD> SMOKE DETECTOR GOVERNING CODES: C FLDG FOLDING MET METAL SHORG SHORING t „� w' i"�" p"�+ ` UNDER CABINET FIXTURE MEMB MEMBRANE SIM SIMILAR ��� FPLC FIREPLACE SSST STAINLESS TD STANDARD STEEL �'""'' ;.r".� '�� �,t CS) SPEAKER 2012 INTERNATIONAL BUILDING CODE FR FIRE RAT(ING)(ED) MEZZ MEZZANINE � • "��" �? ,' ? CAB CABINET FRMG FRAMING MIN MINIMUM STRIP FIXTURE STL STEEL � MOTION DETECTOR 2012 INTERNATIONAL RESIDENTIAL CODE (ONE AND TWO-FAMILY M CPT CARPET FXD FIXED MISC MISCELLANEOUS STRFR STOREFRONT PENDANT FIXTURE DWELLINGS) CEM CEMENT(ITIOUS) FXTR FIXTURE MLWK MILLWORK STRUCT STRUCTURAL CER CERAMIC FLR FLOOR(ING) MOIST MOISTURE SURF SURFACE X'-X" ACCESS DOOR 2012 INTERNATIONAL ENERGY CONSERVATION CODE (2ND PRINTING) CLG CEILING FURN FURNITURE MOT MOTORIZED) SUSP SUSPENDED REF. NORTH COATG COATING FUT FUTURE MTD MOUNTED SYS SYSTEM(S) _ L-_ SCALE: NTS I CEILING HEIGHT CHANGE SECURITY CAMERA 2012 INTERNATIONAL MECHANICAL CODE COI C X -XV� COILING FWC FABRIC WALL COVERING coNCONCRETE � 2012 INTERNATIONAL PLUMBING CODE CONSTR CONSTRUCTION FUT FUTURE N T LOCATION MAP THERMOSTAT ---- - - 2012 INTERNATIONAL FUEL GAS CODE CONT CONTINUOUS(ATION) G NIC NOT IN CONTRACT THK THICK XI-XII DIMENSION OF CEILING AFF; LIGHT SWITCH 2O12 INTERNATIONAL FIRE CODE CONTR CONTRACT(OR) ___. NO NUMBER COV COVER TLT TOILET 2009 ICC ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND CMU CONCRETE MASONRY UNIT GA GAUGE NTS NOT TO SCALE TRAF TRAFFIC D DIMMER SWITCH / GFRC GLASS FIBER REINFORCED O TRANS TRANSPARENT xxxxx CEILING FINISH FACILITIES p CONCRETE TRTD TREATED -- - M, ' h PROJECTION SCREEN GFRC GLASS FIBER REINFORCED T&G TONGUE AND GROOVE GYPSUM ORNA ORNAMENTAL TYP TYPICAL �� EX EXISTING TO REMAIN __ DRAWING INDEX DBL DOUBLE GFRP GLASS FIBER REINFORCED OVFL OVERFLOW DEPT DEPARTMENT �' RETURN AIR DES DESIGNED) DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIFF DIFFUSER DIM DIMENSION DISP DISPENSER DIV DIVISION DN DOWN $ DOLLAR (US CURRENCY) DR DOOR DSCON DISCONNECT DWR DRAWER J a z 0 Ln w Z i a� c a M a KEY PLAN O I- 0 v c 0 L O v U) PLASTER Gl_ GLASS GR GRAD(E)(ING) GYP GYPSUM H HD HEAD HDWD HARDWOOD HDWE HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HVAC HEATING, VENTILATING, AND AIR CONDITIONING I INFO INFORMATION INSTRUM INSTRUMENT(ATION) INSUL INSULATION INTLK INTERLOCK(ING) INT INTERIOR OVHD OVERHEAD U OPNG OPENING(S) - OPR OPERABLE UNDRLAYUNDERLAYMENT P UTIL UTILITY UNO UNLESS NOTED OTHERWISE PTN PARTITION PEDTR PEDESTRIAN V PBD PARTICLE BOARD PNL PANEL VEH VEHICLE POLYST POLYSTYRENE V VERTICAL PORT PORTABLE VIF VERIFY IN FIELD PREFIN PREFINISHED , ^' PREFAB PREFABRICATED V V PLAM PLASTIC LAMINATE W/ WITH PLAS PLASTER PLSTC PLASTIC WC WATER CLOSET PLYWD PLYWOOD WD WOOD PRTECN PROTECTION WDW WINDOW WHO WITHOUT WT WEIGHT WTRPRF WATERPROOFING " 1 11YSbF 11 �e {c.". ^N Sj �' f{• �. d1 /�l ..: a �;Ptll+ �'� 4 b ,1` t e, 9; •y'ir',)�y' F. ••, � ,1 M V � � r e F � , r AREA OF WORK o I � I w a I I Ir- a n•.. a� N Q o _ Im o 0 0 I N 0 Ln N 0 0 I 0 a; IJ LL E a w 0 ro m 0 v U_ 57 IREF. NORTH SCALE: NTS REF. NORTH RX EXISTING, RELOCATED N DENOTES NEW D DEMO, REMOVE CONSTRUCTION DOOR # (W/ SCHEDULE) N PREFIX DENOTES DOOR AT NON-DT OPTION ALIGN ALIGN WITH ESTABLISHED SURFACES r, SUPPLY AIR '-� LINEAR DIFFUSER C1 A- COLUMN GRID EXISTING PARTITION NEW PARTITION A EXTERIOR ELEVATION INDICATION PARTITION TYPE _-ELEVATION NUMBER � xx -- DIRECTION OF ELEVATION 1 HR. RATED _ rAXX•XX r---SHEET WEAR SHOWN PARTITION T= 1 1/2 HR. RATED PARTITION INTERIOR ELEVATION INDICATION DIRECTION OF ELEVATION ■ 2 HR. RATED PARTITION xx - ELEVATION NUMBER xx.xx ®■■ ■ ■ 3 HR. RATED - SHEET WEAR SHOWN PARTITION 'xx--k--DETAIL NUMBER 4 HR. RATED PARTITION X•xx -SHEET WEAR SHOWN - Sim (OPP)�\DESCRIPTION �.®n SMOKE PARTITION OF SIMILAR OR OPPOSITE t 1 - -ilk ELEVATION DATUM ARCHITECTURAL -------- COVERSHEET A00.00 DRAWING INDEX, LOCATION MAP, VICINITY MAP AND PROJECT INFORMATION A01.01 DEMOLITION AND CONSTRUCTION PLANS A08.12 L '> LAK6ED Ef: PLANS AND bL 9 AILS CIVIL/LANDSCAPE C01.01 DEMOLITION/SITE/GRADING PLAN C12.01 DETAILS LA01.01 LANDSCAPE PLAN LA02.01 LANDSCAPE DETAILS IR01.01 IRRIGATION PLAN ELECTRICAL E00.00 ELECTRICAL LEGEND AND ABBREVIATIONS E00.01 ELECTRICAL GENERAL NOTES E01.01 ELECTRICAL SITE PLAN E01.02 PHOTOMETRIC PLAN E02.01 ELECTRICAL RIDER DIAGRAM AND PANEL SCHEDULES E02.02 ELECTRICAL DETAILS E03.01 ELECTRICAL SPECIFICATIONS GENERAL NOTES AREA TO BE DETAILED POINT 1. COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK. OFFICE---- ROOM NAME 2. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC ,,-----MILLWORK 04F06 -,--ROOM NUMBER AUTHORITIES GOVERNING THE WORK. - MILLWORK SCHEDULE TAG 3. REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND _1) KEY NOTE CONFIRM THAT WORK IS BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION �F� FIRE EXTINGUISHER ""� ' PRIOR TO PERFORMING ANY WORK IN QUESTION. CANISTER ( REVISION 4. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO FEC FIRE EXTINGUISHER REFERENCE ARCHITECT FOR REVIEW PRIOR TO PURCHASE, FABRICATION OR CABINET 1 INSTALLATION. FV FIRE VALVE W/OUT 5. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER CABINET SEPARATE CONTRACT. INCLUDE SCHEDULE REQUIREMENTS IN FVC FIRE VALVE CABINET CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. 6. COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM SECTION INDICATIONS ELEVATION INDICATIONS INSTALLATIONS. 7. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. F SAND OR GROUT 8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF STONE CONFLICT, CONSULT THE ARCHITECT. CONCRETE 9. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, - BRICK/CONCRETE UNLESS NOTED OTHERWISE. MAINTAIN DIMENSIONS MARKED "CLEAR" BRICK BLOCK OR "HOLD". ALLOW FOR THICKNESS OF FINISHES. 10. COORDINATE AND PROVIDE BLOCKING FOR MILLWORK AND ITEMS MOM CONCRETE MASONRY UNIT FINISHED WOOD ATTACHED OR MOUNTED TO WALLS OR CEILINGS. 11. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, �f METAL GLASS UNLESS NOTED OTHERWISE. 12. CONCEALED INSULATING MATERIALS INSTALLED WITHIN WALL SHALL -� PLYWOOD HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 75 AND A WOOD (FINISH) � PLASTER/ STUCCO SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. 13. INSULATING MATERIALS WHICH ARE SUBJECT TO DIRECT EXPOSURE TO WOOD (CONTINUOUS) POTENTIAL FIRE ON THE INSIDE OF THE BUILDING DUE TO INSTALLATION IN UNCONCEALED SPACES SHALL HAVE A FLAME SPREAD INSULATION (LOOSE OR BATT) INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. INSULATION (RIGID) 14. MATERIALS EXPOSED WITHIN PLENUMS ARE REQUIRED TO BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT GYPSUM BOARD MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 50 AS DETERMINED IN ACCORDANCE WITH ASTM E 84. NELSON Nelco Architecture, Inc. Florida Certificate of Authorization Number AA-26000525 201 E Kennedy Blvd. Suite 450 Tampa, FL 33602 Phone: 813-803-8707 Client Representative: Jones Lang LaSalle Lisa Drees Tel.: 813-624.4515 E-Mail: lisa.drees@am.jll.com Architect: NELSON Nelco Architecture Inc Contact: Nicole Arwood Tel.: 813-803-8713 E-mail: narwood@nelsonww.com Architect of Record: Peter Hauerstein Tel.: 813-803-8726 E-mail: phauersteinCcbnelsonww.com FL LICENSE NO: AR97797 MEP Engineer: Infinity Engineering Group, LLC Contact: Todd Stickler Tel.: 813-326-8407 E-mail: todd@iegroup.net General Contractor: Spartan Contracting Company Contact: Kris Paterson Tel.: 813-818-0932 E-mail: kpaterson@spartancc.com BANK OFAMERICA��'� ATM CAP ADD ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHRYHILLS, FL 33542 PROPERTY ID: FL2-019 NSRP VERSION: 3.0 BULLETIN: 02-2019 Description: No: Date: Issue for SD Review 08-02-2019 Issue for Permit 12-06-2019 F AI OFF O_ 1' co UER AR97797 DRAWING INDEX, LOCATION MAP, VICINITY MAP AND PROJECT INFORMATION Proj. No: 19.0002502.00 Reviewed By: NA Drawn By: SU Approved By: PH AOOmOO U:\PrOj\Bank of America\FL\19.0002502.000-BofA ATM - Zephyrhills\DRAWINGS\A-I\4_PERMIT\Ao0.00.dwg, 12/4/2019 11:48:04 AM, DWG To PDF.pc3 NELSON Nelco Architecture, Inc. Florida Certificate of Authorization Number AA-26000525 201 E Kennedy Blvd. Suite 450 Tampa, FL 33602 Phone: 813-803-8707 Client Representative: - - - - Jones Lang LaSalle Lisa Drees Tel.: 813-624.4515 E-Mail: lisa.drees@am.jll.com ­4� MONSOON ID M : 1 0 _4.1 ^ ✓' C� `= _° 37-10" 0o IV 35'-4" - - TYR �18� TYR - — -- ,! - - 6 Y 11 (17� C21) , (5� ` C16) 8 1 ) ' �19X20) 19'-1" 8'-6" 1T-101/2 °o --4� (21);- - — ----- �21�\ o__.._. ,r -.••� _ o „0 M i,ii.i i.) r y O O _%• ..., n d i O o 7 W I M ' 3 • 14 ' I ( I CID bo �08.1?� `1) �15� 19 -1 8 -6 17 -11 32'-9" , I 'IN_____ in 911 � ;I it •—-• J � .� 1 _ �) I. I I t �! 8 ! E, Ln rn 00 ! 00 . �-_'---...._._.W: ...._ :_._—.. = ..:-:-:., _ •., _.. is _ _.. 1 1 f DEMOLITION PLAN 01 CONSTRUCTION PLAN 02 KEY NOTES GRAPHIC SYMBOLS SHEET NOTES Architect: NELSON Nelco Architecture Inc Contact: Nicole Arwood Tel.: 813-803-8713 E-mail: narwood@nelsonww.com Architect of Record: Peter Hauerstein Tel.: 813-803-8726 E-mail: phauerstein@nelsonww.com FL LICENSE NO: AR97797 MEP Engineer: Infinity Engineering Group, LLC Contact: Todd Stickler Tel.: 813-326-8407 E-mail: todd@iegroup.net General Contractor: Spartan Contracting Company Contact: Kris Paterson Tel.: 813-818-0932 E-mail: kpaterson@spartancc.com Vt BANK 0FAMERICA*4V* ATM CAP ADD ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHRYHILLS, FL 33542 PROPERTY ID: FL2-019 NSRP VERSION: 3.0 BULLETIN: 02-2019 Description: No: Date: Issue for SD Review Issue for Permit 08-02-2019 12-06-2019 1 EXISTING DRIVE-THRU LANE STRIPING TO BE "BLACKED OUT' BY SEAL �15 �._.� NEW DIEBOLD 7790 DU ATM WITH FRAME-R-TOP-D7790 AND REQUIRED A. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN I. GENERAL CONTRACTOR SHALL PERFORM ALL CUTTING, FITTINGS 5) FURNISH AND INSTALL THREE PITS IN THE CONCRETE ISLAND COATING EXISTING ASPHALT PAVEMENT AS INDICATED. BOLLARDS, SEE 7/A08.12. EXISTING TO REMAIN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL AND PATCHING REQUIRED TO RECEIVE THE WORK OF ALL TRADES LOCATED AS PER THE ARCHITECT'S DRAWING. a MANUFACTURER:SEALMASTER PAVEMENT PRODUCTS &EQUIPMENT SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN AS INDICATED OR IMPLIED ON THE DRAWINGS OR NOTES. WORK PRODUCT: SEALMASTER POLYMER MODIFIED COAL TAR SEALER (PWCTS) (16) FURNISH AND INSTALL NEW BANK STANDARD ATM SIGNAGE. _ _ _ = EXISTING TO BE DEMOLISHED ACCORDANCE W/ THE CONTRACT DRAWINGS. SHALL BE KEPT TO AN ABSOLUTE MINIMUM AND SHALL DONE ATM INSTALLER a� APPLICATION RATE OF MIXED PWCTS: 1 GALLON PER 70 SF. B. PRIOR TO DEMOLITION WORK, REVIEW ALL DRAWINGS W/ NEATLY AND WITHOUT DISTURBANCE TO ADJACENT WORK TO 1) DELIVER AND INSTALL THE ATM PROVIDED BY BANK OF cn - OWNER'S REPRESENTATIVE REGARDING DEMOLITION OR REMAIN. AMERICA AND INSTALLED AS PER MANUFACTURERS SAND MIX: 40-70 MESH AFS / 400 LBS PER 100 GALLONS OF PWCTS (17) PAINT FACE AND TOP 6" OF ISLAND CURB RADIUS SAFETY YELLOW. PROVIDE INDICATES AREAS NOT IN SCOPE PRESERVATION OF ANY CRITICAL SYSTEMS AND HOW TO HANDLE J. WHERE A CHANGE OF PLANE OF 1/4" OR MORE OCCURS, SUBMIT SPECIFICATIONS. CONCENTRATE. 2 COATS WITH 24-HOUR SEPARATION BETWEEN COATS. TYPICAL OF ALL THESE DURING THE DEMOLITION PERIOD. NOTIFICATION OF THE INSTANCE AND RECOMMENDATION FOR 2) DELIVER AND INSTALL THE ATM SIGNAGE AND ACCESSORIES ISLANDS. C. GENERAL CONTRACTOR SHALL PROTECT AND MAINTAIN PROVIDING A CORRECTION AND SMOOTH TRANSITION, TO THE PROVIDED BY BANK OF AMERICA AND INSTALL AS PER SIGNAGE 2 i EXISTING CONCRETE ISLAND BOLLARDS VAT TUBE AND MARKETING � � i i i i 'I CONCRETE ISLAND/PORTION OF ISLAND OPERATION OF ALL FIRE PROTECTION SYSTEMS AND DEVICES, NE FOR REVIEW. MANUFACTURERS SPECIFICATIONS. �� DISPLAY TO BE REMOVED AS INDICATED. ...� (18 ll PAINT FACE OF ISLAND CURB AND LANE 1 CURB BLACK. PROVIDE 2 COATS i i i i AND SIDEWALK TO DEMOLISHED �' INCLUDING BUT NOT LIMITED TO SMOKE DETECTION DEVICES, 3 FURNISH AND INSTALL THREE 6 DIA. SCHEDULE 40 ) CONCRETE -FILLED PAINTED STEEL PIPE BOLLARDS PLACED T-0" st `'L f �31 ` -/ WITH 24-HOUR SEPARATION BETWEEN COATS. TYPICAL OF ALL ISLANDS. ' ' -'-1-� SPEAKERS AND FIRE ALARM BOXES. ALL DEVICES DAMAGED DURING DEMOLITION SHALL BE IMMEDIATELY REPAIRED TO IN THE CONCRETE ATM ISLAND AND 4'-0" ABOVE THE TOP OF -1 PORTION OF EXISTING CONCRETE ISLAND TO BE REMOVED FOR NEW PORTION OF CONCRETE DRIVE/ OPERATIONAL STATUS. ALL REPAIRS SHALL BE IN COMPLIANCE THE CONCRETE SURFACE. F ® LO CONCRETE ISLAND. 19 NEW CANOPY DOWNLIGHTS, SEE ELECTRICAL SHEETS FOR ADDITIONAL PAVEMENT TO BE REMOVED W/ ALL APPLICABLE CODES. 4) SEE BOLLARD SCHEDULE ON A08.12 FOR PLACEMENT. ��!.•• •. �'�, . t� ' °'•� -� INFORMATION. D. PATCH AND REPAIR: EXISTING CONSTRUCTION WHERE AFFECTED BANK OF AMERICA DRIVE -UP ISLAND ATM SITE PREPARATION GUIDE 5) FURNISH AND INSTALL THREE BOA SPECIFIED GREY $ EXISTING DRIVE-THRU LANE LIGHT TO BE REMOVED, CAP ELECTRICAL. BY DEMOLITION WORK SHALL BE PROPERLY RESTORED, ALIGNED PROJECT ATM SITE PREPARATION RESPONSIBILITIES: POLYMER BOLLARD COVERS WITH RED STRIPES OVER HAUE PATCH AND REPAIR CANOPY FACE, MATCH EXISTING ADJACENT. 20 Q REPLACE EXTERIOR CANOPY ACT FROM VAT REMOVAL, MATCH EXISTING INDICATES DIRECTION OF TRAVEL AND REPAIRED SO AS TO LEAVE NO EVIDENCE OF DEMOLITION OR REMODELING WORK. AREAS OUTSIDE OF THE CONTRACT BANK OF AMERICA 1) DESIGNATE THE MANUFACTURER AND MODEL OF ATM TO BE THE STEEL BOLLARDS. SEE DETAILS ON A08.12 • I ADJACENT. LIMITS AFFECTED BY DEMOLITION AND NEW CONSTRUCTION TO USED AT THE SITE. AR97797 0 u, (51 `.- --! EXISTING 'TRUCKS &VANS" SIGNAGE TO BE REMOVED AS INDICATED NEW CONSTRUCTION BE REPAIRED SO AS TO LEAVE NO EVIDENCE OF THE WORK. 2) FURNISH THE ATM TO THE ATM INSTALLER FOR INSTALLATION. '•^' ca EXISTING CLEARANCE SIGNAGE TO REMAIN. PATCH AND REPAIR CANOPY ( 21 INFILL CONCRETE DRIVE/PAVEMENT, MATCH EXISTING ADJACENT.` REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED 3) FURNISH ANY ADDITIONAL ATM SIGNAGE OR ACCESSORIES TO . • • , FACE, MATCH EXISTING ADJACENT. HEREIN. THE ATM INSTALLER FOR INSTALLATION. • • _ • _�,•_ r� .. . �+ NEW CONCRETE AT NEW CONCRETE E. GENERAL CONTRACTOR SHALL ENSURE THAT DEMOLITION IS (6_) DRIVE -UP TELLER SERVICES SIGNAGE TO BE REMOVED AS INDICATED. PATCH ISLAND/DRIVE ISLES COORDINATED WITH NEW WORK, ALL DOCUMENTATION AND CONTRACTOR TRADES. 1) CONSTRUCT THE CONCRETE ISLAND AT THE ATM AS PER THE AND REPAIR CANOPY FACE, MATCH EXISTING ADJACENT. -__ F. GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND ARCHITECTS DRAWING. cj, v 8T,)A1P NEW INFILL CONCRETE PAVEMENT MATERIALS/ EQUIPMENT AS REQUIRED TO COMPLETE 2) FURNISH AND INSTALL ELECTRICAL POWER AND LOW VOLTAGE C 7 > PORTION OF EXISTING CONCRETE DRIVE/PAVEMENT TO BE SAW CUT AND p DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED WITHIN CONDUITS AS PER THE ATM MANUFACTURER'S SPECIFICATIONS REMOVED, AS INDICATED. THESE (NELSON) DRAWINGS, OR AS OTHERWISE DIRECTED BY TO THE RECESSED UTILITY PIT IN THE CONCRETE ISLAND. OWNER'S REPRESENTATIVE. ONLY WORKMEN SKILLED AND CONNECT POWER TO ATM ONCE INSTALLED. KNOWLEDGEABLE IN THEIR RESPECTIVE TRADES SHALL BE 3) FURNISH AND INSTALL FOUR 4"DIA CONCRETE FILLED PAINTED 0 8 �- EXISTING DRIVE-THRU LANE LIGHT TO REMAIN. EMPLOYED IN THE DEMOLITION OF ANY WORK. STEEL PIPE TRAFFIC BOLLARDS PLACED IN CONCRETE ATM .� G. DEMOLITION & WASTE DISPOSAL SHALL BE IN ACCORDANCE ISLAND AT A HEIGHT OF 4'-0" ABOVE THE TOP OF THE CONCRETE (9) EXISTING TELLER SERVICES SIGNAGE TO REMAIN. WITH LOCAL CITY ORDINANCES. SURFACE. E H. THE GENERAL CONTRACTOR SHALL MAINTAIN THE PREMISES 4) FURNISH AND INSTALL FOUR 41 BOA SPEC GRAY POLYMER CLEAN AND FREE OF RUBBISH DURING DEMOLITION. COVERS OVER THE 41 PAINTED STEEL PIPE TRAFFIC (10 ) EXISTING ATM SIGNAGE TO REMAIN. COORDINATE RUBBISH AND DEBRIS REMOVAL WITH THE BOLLARDS. DEMOLITION AND CONSTRUCTION g BUILDING MANAGEMENT. PLANS a 11 EXISTING CLEARANCE SIGNAGE TO REMAIN. (12) FURNISH AND INSTALL NEW 6" CONCRETE ISLAND, AS INDICATED. rn - Proj. No: 19.0002502.00 Reviewed By: NA ,� N i13) FURNISH AND INSTALL NEW 4" CONCRETE ISLAND PAD, AS INDICATED. 0 4'-0" 8'-0" 16'4" Drawn By: SU Approved By: PH N �,6 f0 o 14 FURNISH AND INSTALL NEW 5 J" CONCRETE ISLAND ADDITION AS INDICATED, HEIGHT TO MATCH EXISTING CONCRETE ISLAND. SCALE: 1,8" =1,_0„ A01 0 .ol a U:\Proj\Bank of America\FL\19.0002502.000-BofA ATM - Zephyrhills\DRAWINGS\A-I\4_PERMIT\A01.01 Demolition and Construction Plans.dwg, 12/4/2019 11:47:49 AM, DWG To PDF.pc3 BOLLARD SLEEVE NOTES NELSON ----- --- - ATM / ATA / ND EQUIPMENT ORDERING FORM_ 1 „ 1. SLEEVES SHALL BE WARRANTED AGAINST BOLLARD SC_HEDULE_ Nelco Architecture, Inc. FADING OR COLOR CHANGE FOR FIVE BOLLARD 1 Florida Certificate of Authorization 4/2 NEW EQUIPMENT TO BE INSTALLED YEARS FROM DATE OF COMPLETION. - ------ ------------------ --- -_ - - 7�� 2. CUT BOLLARD SLEEVE DOWN TO 52" AFF. DIAMETER: 6" Number AA-26000525 ATM/ATA/ND MODEL SLEEVE CONFIGURATION TOPPER LOCATION / QTY. COMMENTS ---� 3. INSTALL COVER W/ INCLUDED FOAM HEIGHT: 4'-0" _ _ _ 01 Kennedy Blvd. -- PLACEMENT: 3-2 1/2" FROM FRONT Y %%- "- STRIPS PER MANUFACTURER DIRECTIONS. Suite 450 DIEBOLD 7790 DU ATM - --- SINGLE MACHINE FRAME-�R-TOP-D7790 _ LANE 4 / (1)7 EDGE OF ISLAND TO Tampa, FL 33602 APPROVED MANUFACTURERS: CENTERLINE OF PIPE Phone: 813-803-8707 AND TIGHT TO ATM. ENCORE COMMERCIAL PRODUCTS, INC.; PH: - - - 4" DIAMETER STEEL PIPE 866.737.8900 BOLLARD 2 Client Representative: _ Jones Lang LaSalle BOLLARD WITH BANK A TYPE: POST GUARDS. DIAMETER: 6" Lisa Drees Tel.: 813-624.4515 STANDARD HIGH DENSITY oC w w a B) COLOR: GRAY; HEIGHT: 4'-011 E-Mail: lisa.drees@am.jll.com POLYTHYLENE 3C OVER OR EQUAL. PMS g Uj Uj g C TAPEPANTONE COLOR:LOR RED REOL GRAY 3C. FLECTIVE STRIPES. PLACEMENT: CENTERED ON THE Q - - _j ) REAR OF ATM AND FILL PIPE WITH 3,000PSI - L LL - TIGHT AGAINST THE Architect: CONCRETE TYP. w O `r O w INNOPLAST' PH: 800.516.9287 DEVICE. NELSON "BOLTING OF CEN SECURITY PRIME PAINT STEEL tn- 0- O N A) TYPE: BOLLARD GARD BOLLARD COVERS. Nelco Architecture Inc PROPOSED ENCLOSURES TO COMPLY BOLLARD WITH ZINC -RICH U_ ~ ~ w0 B) COLOR: LIGHT GRAY. BOLLARD 3 Contact: Nicole Arwood CONCRETE ISLAND WITH EN 1143-1 (CEN SAFE PRIMER. o- n- C) TAPE COLOR: RED REFLECTIVE STRIPES. --- Tel.: 813-803-8713 DIAMETER: 6� I E-mail: Harwood@nelsonww.com BURGLARY STANDARD 4x4 WIRE WELDED ) R R BOLLARD COVERS USA; PH: 800.352.6609 HEIGHT: 4 -011 Architect of Record: Peter Hauer -stein PLACEMENT: TO AVOID THE AIR Tel.: 813-803-8726 MESH A) TYPE: BC -SERIES. INTAKES OR A/C E-mail: phauerstein@nelsonww.com 4'-6" ANCHOR WASHER' UNITS AND TIGHT MINIMUM B) COLOR: LIGHT GRAY. FL LICENSE NO: AR97797 ,p ------ -- - - -- - - .2" THICKNESS EXISTING C) TAPE COLOR: RED REFLECTIVE STRIPES. AGAINST THE DEVICE MEP Engineer: Infinity Engineering Group, LLC VEHICULAR DRIVE --- i ; ; Contact: Todd Stickler �I I !%' / / / �i; BOLLARD 4 17 LANE Tel.: 813-326-8407 BASE OF ATM - -- --- a s s a //;ice/ ;'i� ° j �!i DIAMETER: 4" E-mail: todd@iegroup.net a / i HEIGHT: 4'-0" General Contractor: 1'-0" 1-0 �i 1-0 1-0 3 ' L1 y �� i' ; // / i 6" DIAMETER STEEL PIPE PLACEMENT: 5" FROM EDGE OF Spartan Contracting Company RESIN OR SHIELD 5/8 HIGH NEW CONCRETE / '' /� !,-/' BOLLARD WITH BANK STANDARD ISLAND TO Contact: Kris Paterson GC TO FILL JOINT /'" / i '' !/: i` ' ' " �� Tel.: 813-818-0932 TENSILE BOLT (TYP. OF 4) ISLAND i� / / / 9 , HIGH DENSITY POLYETHYLENE WITH BITUMINOUS �/ - j' / �/ ,i / CENTERLINE OF PIPE E-mail: kpaterson@spartancc.com ' 4 TO BE SECURED TO ,� / '' -' / (HDPE) PMS 3C COVER. FILL PIPE / WITH 3000 PSI CONCRETE,** - JOINT FILLER, TYP. ',!� 11 CONCRETE ISLAND WITH F ! ' iiG.C. AND ATM INSTALLER TO UNIT PROVIDED 19MM UNC ; , i /` I // �► � _ jii ,� � /,,' /. ,� � — ��- ' ; �� ;�,/ BAN K OF AM ERICA 3 X 215MM WEDGE ANCHORS TYPICAL COORDINATE FINAL BOLLARD AND A A. DEVICE PLACEMENT WITH BANK ATM CAP ADD 1 1 #5 DIA. `' ° " J i i s CONTINUOUS �' i , . /i / / /; ; , i�; MANUDFACTURER'S SPECIFICATIONS ZEPHYRHILLS CONCRETE ISLAND REINFORCING ; j REINFORCING/�i ;-�;; , i%��;i� 15 DIA 3,000 PSI CONCRETE TYP. ; , ,, / -- -- ' � 5632 GALL BOULEVARD j ZEPHRYHILLS, FL 33542 0000=� MEN NEW, CONCRETE ISLAND DETAIL 01 DRIVE -UP ATM ATTACHMENT DETAIL OZ 4" BOLLARD DETAIL 03 6" TRAFFIC BOLLARD DETAIL 041 SCALE: 1 —1 0 SCALE: 3 —1 0 SCALE: 1 —1 0 SCALE: 1 —1 0 PROPERTY ID: FL2-019 i NSRP VERSION f NOTES: BULLETIN: 02-2019 ATM TOPPER FRAME-R-TOP-D7790; EXISTING CONCRETE Description: No: Date: SEE ELECTRICAL DRAWINGS FOR ISLAND 1. DIAGRAMS ASSUME DEVICES WILL BE Issue for SD Review 08-02-2019 POWER DETAILS PLACED RELATIVE TO THE EDGE OF THE 41_6#1 Issue for Permit 12-06-2019 PIT FOR BOLLARD 2 BY G.C., 4'-6" CONCRETE PAD PER THE 24" DEEP, BOLLARD TO BE NEW CONCRETE ISLAND ATM PAD MANUFACTURERS' CUT SHEETS. NEW CONCRETE ISLAND ATM PAD ' 2. SECURITY BOLLARD PLACEMENT IS PER - - - —'�- _ INSTALLED AND PIT BACK ��- - - „ � EX. 6" CONC. ISLAND PROPOSED 6" DIAMETER STEEL / /' FILLED BY BANK VENDOR IX 6" CONC. ISLAND _ BANK OF AMERICA STANDARDS AND I-- -- - -- --- ---- - - -_ LAND n SECURITY BOLLARD, SEE 04/A08.12 / DURING ATM/ATA NEW 4" CONC. ISLAND MAY NOT ALIGN WITH NEW 4 CONC. IS INSTALLATION MANUFACTURER'S RECOMMENDATIONS. DIEBOLD 7790 DU ADVANCED 3. SECURITY BOLLARDS ARE INTENDED TO FUNCTION ATM / BE PLACED TO WITHIN 1/4" OF DEVICE 4 DIAMETER BOLLARD, SEE • -- _ - (CONSIDER THICKNESS OF HDPE DETAIL 03/A08.12 %o BOLLARD COVER DURING PLACEMENT). _ 5�� 04 511►N - 11 i PROPOSED 4" DIAMETER STEEL NEW CONCRETE :� - _-- - - EXISTING CONCRETE TRAFFIC BOLLARD, SEE 03/A08.12 ISLAND ATM PAD - " I I I � �'� in ISLAND j ,I I I I / A SECURITY BOLT HOLE .00 I I I I RECESSED PIT TO p LOCATIONS, TYP. OF 4, 0 I I I I w RECEIVE ATM/ATA 2'-6 -0 N SEE DETAIL 02/A08.12 - I I I g STUB -UP, COORDINATE SIDE OF OPERATION I I I o _1 WITH VENDOR 1,_8„ 1_2„ 1-0/2 o0 N a I I I °J° REQUIREMENTS DIEBOLD 7790 DU I I I I �w O Q J ��� — -- ADVANCED FUNSTION ATM 0 j n I I I I a ,� _ w 1 I I I I O > 1- Q \ - WITH FRAME-R-TOP-D7790 > FY, III II II III ONEW CONCRETE ISLAND ATM PAD _�. 1_8 \ 111/411 Z Ln Z _ OO O l 11-2" 101/2" 7 1/2" EXISTING VEHICULAR I I I I SIDE OF OPERATION - - SIDE OF OPERATION �o w DRIVE LANE I I 02 I 211 08.1 I I - -- - _ I SEiAL. OFF LOR�� •. 9 ham:• �\PjE s E :U 2 PR9�Jg 1 �uj PIT FOR BOLLARD 2 BY _ 'A�•.•UA G.0 24'1 DEEP BOLLARD in G���.... • @'- ;�/i;' TO BE INSTALLED AND /'\ PIT BACK FILLED BY „ SECURITY BOLT HOLE N SECURITY BOLT HOLES, 3/4 i- /� BANK VENDOR DURING 5 \\ _ LOCATIONS, TYP. OF 4, 5�1 1 03 11 ;-+ s!F� �� ?� DIAMETER BY 8" DEEP, TYP. OF'(�// �j/%i %, %%i j/�i '%/ ATM/ATA INSTALLATION 1,_0„ SEE DETAIL 02/A08.12 08.1 TO BE DRILLED INTO CONCRETE`!""/!/ ��%/�;��� i `� //�✓ �/ j /// - I_ t/ 1J (l/� --.. ISLAND, SEE MANUFACTURES N 01 - SPECIFICATION PIT FOR BOLLARD 3 BY - 11" '-' 08.1 � G.C. 24" DEEP BOLLARD /// /, , i ' / " /' j% NEW 4" CONC. ISLANb� _ _ -.-_- -_ NEW �4" CONC. ISLAND ' /' , /�%%, TO BE INSTALLED AND PIT BACK FILLED BY BANK _ _. EX. 6" CONC. ISLAND - IX. 6 CONC. ISLAND GC TO COORDINATE WITH BANK - - - — ENLARGED EXTERIOR PLANS VENDOR BEFORE INSTALLATION / , "i. ; j , j j , VENDOR DURING NEW CONCRETE AND DETAILS ATM/ATA INSTALLATION ISLAND ATM PAD ' 6" DIAMETER BOLLARD, EXISTING CONCRETE ' SEE DETAIL 04/A08.12 ISLAND 05 05 Proj. No: 19.0002502.00 Reviewed By: NA - Drawn By: SLJ Approved By: PH EXISTING CONCRETE 0 8.t 08.1 15LANU DRIVE; UP ATM ELEVATION UNIVERSAL ATM PIT ENLARGED PLAN 06 DRIVE; UP ATM MOUNTING AND BOLLARD ENLARGED PLAN O7 AO8.,12 SCALE. 1 —1-0 0 5 SCALE. 1 —1 0 SCALE: 1 —1 0 „I", 0`111111" ink„ M C L4,43 WIN 40 yo ;40 40 , oh 50.7' DEMOLITION PLAN SCALE AS NOTED LEGEND: PROPERTY LINE EXISTINGTO BE REMOVED EXISTING ' i EXISTING CONCRETE PAVEMENT �� TO REMAIN <11 TO REMAIN EXISTING EXISTING ASPHALT PAVEMENT OVERHEAD LINE TO BE REMOVED (3,400 SF) EXISTING __.. 2_ __... ... CONTOUR EXISTING GRADE ELEVATION DEMOLITION PLAN KEYED NOTES: O 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, THIS SHEET. 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. LEGEND: PROPERTY LINE EXISTING CONCRETE PAVEMENT TO REMAIN PROPOSED ASPHALT PAVEMENT (3,400 SF) 7TH STREET S25°23'17"E(F)(FDOT) SITE PLAN SCALE AS NOTED _ PROPOSED PAVEMENT EXISTING TO REMAIN EXISTING OVERHEAD LINE SITE PLAN KEYED NOTES: ONEW ASPHALT PAVEMENT, SEE GRADING PLAN, THIS SHEET, & DETAILS, SHEET C12.01. ONEW FDOT "WHITE" PAINTED STANDARD DIRECTIONAL ARROWS (TYPICAL). ONEW 24-INCH "WHITE" PAINTED STOP BAR O RE -GRADE SURROUNDING LANDSCAPING GRADE ELEVATION AND RE-SOD/RE-MULCH AS REQUIRED TO MATCH EXISTING GRADE ELEVATIONS, SLOPES NOT TO EXCEED 4:1. SITE PLAN, LANDSCAPE, AND GRADING GENERAL NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF BUILDING. 2. EXISTING IMPROVEMENTS SHOWN ARE TAKEN FROM BOUNDARY & TOPOGRAPHIC SURVEY. 3. BUILDING AND SIDEWALK DIMENSIONS ARE TO OUTSIDE EDGE OF WALL 4. ALL TIES TO THE PROPERTY LINE ARE BASED ON THE BOUNDARY & TOPOGRAPHIC SURVEY. 5. CONTRACTOR TO RE -GRADE SURROUNDING GRADE ELEVATION AND RE -SOD AS NEED TO MEET PROPOSED TOP OF SIDEWALK ELEVATIONS. 6. CONTRACTOR SHALL REPLACE ALL DISTURBED LANDSCAPING TO MATCH EXISTING OR BETTER. 7. CONTRACTOR SHALL TIE INTO EXISTING IRRIGATION SYSTEM AND EXTEND NEW DRIP IRRIGATION AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. 8. ADJUST EXISTING BASE THICKNESS DEPTH AS NEEDED TO MEET THE PROPOSED GRADES. 9. CONTRACTOR TO MAINTAIN EXISTING DRAINAGE PATTERN TO PREVENT ANY PONDING AREA. 10. ALL FINISHED LANDSCAPING TO HAVE A SLOPE NO MORE THAN 33.33% (1 TO 3) UNLESS OTHERWISE SPECIFIED. F 40 40 q,:> oh 87.48 MEG MEG 87.77 S25°23'17"E(F)(FDOT) _ 87.55 MEG 87.59 c LL CD I,. y O CD I 04 : 87.76 MEG li p - -- MEG 87.98 L j �- �� MEG 87.48 {,r¢ In r"p s'� �y »""`i^ `-�� '',•, 3''4 __ MEG / 87 25'k MEG 81.89 ! I MEG 87.07 __Ay �LEGEND: 87.16 MEG MEGI 87.39 MEG 87.95 MEGI 87.45 87.39 MEG r / 86.89 MEG 1 MEGI 87.90 f 87 25-k MEG 87.40 i " 86.74 MEG MEG1787.89 MEG 87.39 87.05 87.25 MEG 87.90 MEG 87.40 Ise' MEG 87.10 r tn GRADING PLAN SCALE AS NOTED PROPERTY LINE PROPOSED PAVEMENT ' EXISTING ELEVATION ".""" - EXISTING CONCRETE PAVEMENT EXISTING TO REMAIN io.00 �� PROPOSED ELEVATION TO REMAIN 171-0-70-1 TOP OF SIDEWALK/CURB EXISTING CONTOUR 10.00 EDGE OF PAVEMENT PROPOSED ASPHALT PAVEMENT (3,400 SF) PROPOSED SURFACE MEG MATCH EXISTING GRADE STORMWATER FLOW 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. SCALE: 1" = 10' HT- 0' 10, 2030' KEY PLAN: 7THSTREET AREA OF WORK { �i i III. 1.... Nelco Architecture, Inc. Florida Certificate of Authorization Number AA-26000525 201 E Kennedy Blvd. Suite 450 Tampa, FL 33602 Phone: 813-803-8707 Client Representative: Jones Lang LaSalle Lisa Drees Tel.: 813-624.4515 E-Mail: lisa.drees@am.jll.com Architect: NELSON Nelco Architecture Inc Contact: Nicole Arwood Tel.: 813-803-8713 E-mail: narwood@nelsonww.com Architect of Record: Peter Hauerstein Tel.: 813-803-8726 E-mail: phauerstein@nelsonww.com FL LICENSE NO: AR97797 MEP Engineer: Infinity Engineering Group, LLC Contact: Todd Stickler Tel.: 813-326-8407 E-mail: todd@iegroup.net Project NO: 10-976.00 Certificate of Authorization: 27889 NriNT, rNr.tFruIc, C NUC'Y, LLC General Contractor: Spartan Contracting Company Contact: Kris Paterson Tel.: 813-818-0932 E-mail: kpaterson@spartancc.com BANK OFAMERICA�� ATM CAP ADD ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHRYHILLS, FL 33542 PROPERTY ID: FL2-019 NSRP VERSION: 3.0 BULLETIN: 02-2019 Description: No: Date: Issue for SD Review Issue for Permit 08-02-2019 11-26-2019 NISIT SAPPARKHAO, P.E. SEAL FL REG. NO. 64085 0 No 085 r' ACC: �- =�•.. STAT OF .,.441 < 0 R C--> EC 9 2019 DEMOLITION/SITE/ GRADING PLAN Proj. No: 19.0002502.00 Reviewed By: NJ/DB Drawn By: SM Approved By: AM C01001 NELSON 6' I 0 _�_ ASPHALT SURFACE COURSE ASPHALT 1-1/2-INCH TYPE III ASPHALTIC CONCRETE STRUCTURAL BASE COURSE BASE 8-INCH LIMEROCK LBR 100 COMPACTED TO 98% OF AASHTO T-180 SUB -GRADE 12-INCH COMPACTED SUB -GRADE LBR 40 COMPACTED TO 98% AASHTO T-180 PRIME COAT BASE SUBGRADE ASPHALT PAVEMENT SCANTSLE 1 NFW Q IRFArF LIMITS OF REMOVAL & NEW BASE EDGE OF EXIST PAVEMENT NEW ASPHALT PAVEMENT ASPHALT MILL TO A THICKNESS OF FINAL LIFT. APPLY PRIME OR TACK MATERIALS AS NECESSARY EXISTING ASPHALT CONNECTION SCALENTS_ 2 Nelco Architecture, Inc. Florida Certificate of Authorization Number AA-26000525 201 E Kennedy Blvd. Suite 450 Tampa, FL 33602 Phone: 813-803-8707 Client Representative: Jones Lang LaSalle Lisa Drees Tel.: 813-624.4515 E-Mail: lisa.drees@am.jll.com Architect: NELSON Nelco Architecture Inc Contact: Nicole Arwood Tel.: 813-803-8713 E-mail: narwood@nelsonww.com Architect of Record: Peter Hauerstein Tel.: 813-803-8726 E-mail: phauerstein@nelsonww.com FL LICENSE NO: AR97797 MEP Engineer: Infinity Engineering Group, LLC Contact: Todd Stickler Tel.: 813-326-8407 E-mail: todd@iegroup.net Project NO: 10-976.00 Certificate of Authorization: 27889 INT^IN PGINBERING OK L L C General Contractor: Spartan Contracting Company Contact: Kris Paterson Tel.: 813-818-0932 E-mail: kpaeerson@spartancc.com BANK 0FAMERICA��ri` ATM CAP ADD ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHRYHILLS, FL 33542 PROPERTY ID: FL2-019 NSRP VERSION: 3.0 BULLETIN: 02-2019 Description: No: Date: Issue for SD Review 08-02-2019 Issue for Permit 11-26-2019 NISIT SA P RKHAO, P.E. SEAL, FL R G. O. 64085 i ••. �. " No 4 5 Zo Lr ✓ . '` STAT F DEC 0 9 2019 Ci' Y ST��MT': DETAILS Proj. No: 19.0002502.00 Reviewed By: N]/DB Drawn By: SM Approved By: AM C1101 50' RADIUS AT ATM PER FLORIDA STATUTES '�" .-... 655.962 (TYP.) -�' �- 7TH STREET _. ....................__ ..� -••-_..w..ddt _ _.._..� ._.._. �..�... - 35.0' .. sn� ,............... .___._.......__...�........_,........_._.._..........._...............,._._..........._.._......_................_,,......_.... EAST BUFFER - TY .5 E:�,u �<:;>IY 10-FT. R.O.W. BUFFER *ti�7S f I'I I N rs � � 1 - LG. TREE PER 50 LINEAR FEET OR �� ....................... : ::::::::. 3 PALMS = 1 TREE (305L MAX.) '14t.. ........................................ 5 SHRUBS PER TREE 1MAX. \' 8" HT. 36" O C. MA .... .................... ............................ ................ . . .. MAX. .. . .... ........ .'.'.'.' '..'.'.'.'.'.'...' .' .. ..........�'''.ovtRHEAauTlwill ...l.y........ ;. ..... . . .... nHAD ull �hE� S.•b..r3. '>. . INN \\\\Y...• M. •p' •• ...... d ^,N-`':•... a .. •.:. . LSRY::.'.' � EtEtVYlO�jy//, ':i ........... W.......'�'.. y" .... i = Cr f.'..... ©..'Q' 38" OAK 04. ::: 02 I1 ., i NORTH BUFFS TYPE 'D' 10-•FT. R.O.W. FER • • • • • •,...., • 04 1 - LG. TREE PE 50 LINEAR •EET OR • • •w- 1 -SM. TREE PE 0 LINEAR I r=Et((JTJ1LfT . 03 3 PALMS = 1 T E (30% 5 SHRUBS PER EE I.IJ• 2 18" HT. CAP 36' C. MAX. �. 50% SOD MAX " " ",' ■ won 10. .. ..... .. ... 33" OAK IaAK TREE BARRIO INSTALLED ++.T' AT ALONG DRI INE TO PAVEMENT OR ROPERTY LINE. (SEE DET L) .. • • • •'•... A HANDWORK ON WITHIN THE '•'•'. .' ' .. J ... yE am BARRICADE AR' (TYP.) m m • • • .. • • DIY Y y d�s-A .�. \ \ \ .. \ \ \ .. ,�""" \III}�►v�' �. > �. `-0, ` . 7 � e0. a MCI v, ' 1 ° TO a IRRIGATION BANK OF AMERICA WELL PROPOSED 1-STORY C.B.S. IAM"I" BLDG. NO. 5632 pw,,, F.F.E. = 87.9' n IL ?' 7" CEDAR 13 5" CEDAR •a trb b: .1 a WIOONC. Ci 2i .34 C4S.E, - 42SF TREE BARRICADE INSTALLED ' AT ALONG DRIP -LINE TO PAVEMENT OR PROPERTY ' LINE. (SEE DETAIL) HANDWORK ONLY WITHIN TREE BARRICADE AREA. (TYP.) SOD 2 r � SF 4" OAK )� 0 ,S N ..... i OVERHEAD UTILITIES . .... .... ........... ........ ........... ..... ............ ........... A ....... �LITIES •3'1 • :.i b;41f M:.. ,...... .......'............ �41I5rb . . . ........ . . . TO W VID LI GALL BOULEVARD rkla.rac t.ct ('I`k'' .. WEST BUFFER - TYPE'D' 1 — U.—S. H I GHMY Y AY—W 1 10-FT, R,O.W. BUFFER RX TREE PER 20 LINEAR FEET (UTILITY) (60' R.O.W. PER FDOT W.P. TIME/SEG. 2564221 3 PALMS = 1 TREE (30% MAX.) 5 SHRUBS PER TREE 18" HT. & 36" O.C. MAX. 50% SOD MAX. General Notes 9, NAND DIGGING HOLES FOR INSTALLING PROPOSED TREES IN CLOSE PROXIMITY TO UTILITIES IS RE3UPW TO AVOID CONFLICTS 10. ALL EXOTIC VEGETATION TO BE REMOVED FROM THE SITE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, II, EXISTING AND PROPOSED LANDSCAPING IS TO BE MAINTAINED PER J-RISDICTION'S CLEAR SIGHT TRIANGLE REGULATIONS, 12 THE LANDSCAPE ARCHITECT MAY INSPECT TREES AND SHP-w WHETHER AT PLACE OF GROWTH OR AT SITE BEFORE PLANTING, FOR COMPLIANCE WITH THE REQUIREIVIEWS FOR GENUS, SPECIES, VARIETY, SIZE AND QUALITY, LANDSCAPE ARCHITECT RETAINS RIGHET TO FURTHER INSPECT TRED6 AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS. INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DU IRING PROGRESS OF WORK, RE WYE QEXCTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE 13, NO sLesTITUTIoNS WILL BE AcciEPTAI3LE, IF SPECIFIED LANDSCAPE MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON -AVAILABILITY TO LANDSCAPE ARCHITECT AND JURISDICTION TOGETHER WITH THE PROPOSAL FOR USE OF EQUIVALENT MATEBRIAL, 14 IN EVENT OF DISCREPANCY, THE PLANTING PLAN SHALL. TAKE PQecmL:7qCE OVER THE PLANT LIST, I& TREES TO BE STAR ONLY IF REQUIRED AS DEEMED NECESSARY BY OWNER AND LANDSCAPE ARCHITECT TO ASSURE HEALTH, SAFETY AND WELFARE (INCLUDES BUT NOT LIMITED TO ALL CXJ<RVED CABBAGE, TALL ROYALS, CURVED AND LEANING SPECIMEN, ALL WOOD STAKES TO BE PAINTED FOREST r.MM*J, STAKING porw-5 DI OM SHALL BE ...................... TR ■ ar •, v' a° ••S�U'f�Fi BUFFER -TYPE 'A' OMMERCIAL BUFFER TREE PER 50 LINEAR FEET SHRUBS - SINGLE ROW EVERGREEN 18" HT. 0 36" O.C. MAX. (SHARED) LL CN 16 O M 3? OAK 0 1 i 18"OAK �� i � F 17 8" OAK 35" OAK I llll a 19 15" ELM �tffl19 103 SF PLAN VIEW SCALE AS NOTED I, PLAN' AND LANDSCAPE MATERIALS SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO, I, AS GIVEN IN THE GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS 1 8 II AS PREPARED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES 2 ALL UTILITIES THAT ARE KNOWN TO THE LANDSCAPE ARCHITECT ARE LOCATED ON THE PLAN, FOR EXISTING OR PROPOSED UTILITIES A, NO TREE SHALL BE PLANTED WHERE IT COULD CONFLICT WITH OVERHEAD POWER LINES AT MATURE HEIGHT, B. No TREE, SHRUBS, HEDGES OR VINES SHALL BE PLANTED WITHIN FIVE (5) FAT OF ANY EXISTING 012 PROPOSED UTILITY POLE, GULP WIRE OR -PAD MOUNTED TTRANSF''ORMIER, C, LARGE TREES (HEIGHT AT MATURITY OF MORE THAN 3o Fee,. r SHALL Be PLANTED NO CL.06M THAN A HORIZONTAL DISTANCE OF 30 P= I FROM THE NEAREST OVERHEAD POWERLINE, D. MEDIUM HEIGHT TRUE (HEIGHT AT MATURITY BETWEEN 20 AND 30 FEET) SHALL BE OFT AT LEAST TWENTY 20 FEE I', I., SMALL TREES (HEIGHT AT MATURITY OF LESS THAN 20 FEET) REQUIRE NO OFFSET, F. PALMS SHOULD BE PLANTED AT A DISTANCE EQUAL TO OR GREATER THAN THE AVERAGE FROND LENGTH PLUS 2 F =7 F920M POWER LINES, 3. THE CONTRACTOR SHALL ENSURE THAT ALL PLANTING 16LANDS AND OTHER AREAS SHALL BE CLEAN OF TRASHU CONSTRUCTION DEBRIS, OR OTHER WASTE MATERIALS TO A DEPTH OF 24 INCHES PRIOR TO LANDSCAPE INSTALLATION A, IT IS THE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL PLANT BED AREAS HAVE PROPER DRAINAGE FOR OPTIMUM GROWTH OF LANDSCAPE MATERIAL BEFORE INSTALLATION BEGINS, EXISTING DRAINAGE PATTERN SHALL NOT BE ALTERED OR EFFECTED BY NEW LANDSCAPING, Landscape Requirements REQUIRED/ PERMITTED PROVIDED SITE AREA 44,987 SF (1.0 AC) VEHICLE USE AREA 1 O o OF V.U.A. LANDSCAPED 27,080 SF X 1 O% = 2,708 SF 6,360 SF 1 SHADE TREE / 200 SF = 13 TREES 14 TREES PARKING ISLANDS (8'X20' MIN.) 1 TREE ISLAND 3 TREES 3 TREES FOUNDATION PLANTING 10 TREES 10 TREES 1 - UNDERSTORY TREE PER 20 LF. 184 LF TOTAL (3 SIDES) RETENTION PLANTING 1 - TREE PER 50 LF. OF BANK # 1 = 124 LF = 3 TREES 3 TREES #2 = 176 LF = 4 TREES 4 TREES LANDSCAPE BUFFERS TYPE 'D' R.O.W. BUFFERS - WITH UTILITY 1 TREE PER 50 LF OR 1 SMALL TREE PER 20 LF OR 3 PALMS = 1 TREE (30% MAX.) 5 SHRUBS PER TREE WEST: 225 LF (50') / 50 LF = 1 TREE 1 TREES 225 LF (175) / 20 LF = 9 TREES 9 TREES 225 LF / 20 LF X 5 = 60 SHRUBS 60 SHRUBS NORTH: 200 LF (150') / 50 LF = 3 TREES 3 TREES 200 LF (50') / 20' LF = 3 TREES 4 TREES 200 LF / 50 LF X 5 = 50 SHRUBS 87 SHRUBS EAST: 225 LF / 20 LF = 12 TREES 8 TREES ** 225 LF / 50 LF X 5 = 60 SHRUBS 60 SHRUBS TYPE 'A' COMMERCIAL BUFFER 1 LARGE TREE PER 50 LF SHRUBS - 1 ROW, 36" O.C. MAX. SOUTH: 200 LF / 50 LF = 4 TREES 5 TREES 200 LF / 36" O.C.= 66 SHRUBS 66 SHRUBS DROUGHT TOLERANT (50% MAX.) TOTAL VEGETATION 508 PLANTS 508 PLANTS X 0.50 254 PLANT 214 PLANTS (49%) TREES/PALMS= 35 OF 44 PLANTS SHRUBS = 214 OF 464 PLANTS REPLACEMENT TREES 3" CAL. UNDER TREES = 1 TREE 1 TREE (PER CITY DIRECTION) DUE TO FLORIDA STATE STATUTES 'ATM' LANDSCAPING AND LIGHTING REQUIREMENTS AND CITY CLEAR SIGHT TRIANGLES REGULATIONS, THE QUANTITY OF TREES WITHIN THE BUFFER HAVE BEEN REDUCED ACCORDINGLY. Plant List Existing Tree Inventory List TOTALS REMOVED (DBH) REMAIN (DBH) PALM SPP. 0 PALMS 0" DBH 04 PALMS 47" DBH TOTAL CEDAR SPP 0TREES 0" DBH 02 TREES 12" DBH TOTAL OAK SPP. ** 1 TREE 29" DBH 0 TREE 21 1" DBH TOTAL $ S O AL TOTAL REMOVED: 1 TREE 29" DBH TOTAL REMAIN: 14 TREES 270" DBH REPLACEMENT: 1 TREE - PER CITY CORRESPONDENCE ** ON -SITE TREES ACTION NUMBER TREE SPECIES DBH 01 OAK SPP. 41" TO REMAIN 02 OAK SPP. 38" TO REMAIN 03 PALM SPP. 13" TO REMAIN 04 PALM SPP. 10" TO REMAIN 05 PALM SPP. 13" TO REMAIN 06 OAK SPP, 20" TO REMAIN 07 OAK SPP. 33" TO REMAIN 08 OAK SPP. 21" TO REMAIN 09 OAK SPP. 15" TO REMAIN 10 OAK SPP. 14" TO REMAIN 11 OAK SPP, 29" TO REMAIN 12 CEDAR SPP. 5" TO REMAIN 13 CEDAR SPP. 7" TO REMAIN 14 OAK SPP. 29" TO BE REMOVED 15 PALM SPP. 1 1" TO REMAIN OFF -SITE TREES 16 OAK SPP. 32" TO REMAIN 17 OAK SPP. 18" TO REMAIN 18 OAK SPP. 28" TO REMAIN 19 OAK SPP. 35" TO REMAIN 20 ELM SPP. 15" TO REMAIN WM A40ALLRRAME�J ORWADo CATION NATIVE TOTAL AR ACEBR RLSRLM la HT, FIELD GRO"14 EM Y H 4 RED MAPLE V SPR, 31 CA" 5' CT, MIK CC CIALLETISMON CITRUS 8' - la HT, MD GROy t 8® N H 91 -R15D BOTTL®RUBH 4' SM4 STANDARD. MJLL HEAD I C ILE)(CA861NE la HT. FIELD (eROWNt EW Y M 2 DAHIOON HOLLY V SPR, 3' CAL,, 4' CT, MNt a L I LAGERSIROMEA INDICA CRAPE MYf2TLE 8' - IO' HT, 4' SPRt FIELD GROWN Em MU,.1I=rW4C. FULL HEAD N H 9' 41 MC MYI ICA CERFazA la HT, IFBA 6ROWh1 EW Y M 4 SOLI'T1E32N WAX MYRTLE 5' SPRk STANDARD. FULL HEAD MG MAGNOLIA GRAN DIF1-ORA la HT, MEI D GROWN EW Y M 2 SOLM452 N MAGNOLIA 16 SM 3 CAL.,, FULL TO BASE PA P UNUIS ANGLISTIFOLIA 6-10 HT, FIELD GW MI 8® Y H 2 C HIOKASAW PLLM 4' SM, MULTFIRL C. RILL HEAD O la -14' GT, T 6 Y H 8 SABAL PALM MA� DIA DIAJNELA TASIVIANICA VAREEGATA' IV X 16- 3 GAL„ 3a O►G N H 34 VARIEGATED FLAX LILY FULL TO BASE 41 FOR FORE6TERA SOMREGATA IV X 18- 3 GAL„ 24' O,C, Y H 58 FLORIDA PRIVET FLLL TO BASE GAR GARDENIA JASMINOIDE-6 4' OAH 7 GAL, AS SHOWN N M 2 GARDE NA FUL. 'T•REE FORM HAM HAM®JA PAT" 181 X 1& 3 GA" 361 QC4 Y H � b FIRE BLJSH I'LLL TO BASE ILEX VOMITORLA 'SHE. LAGS' IV X IS. 7 GAL. 2W QQ Y M 29, YAUJPON HOLLY FULL TO BASE L.OR LOROPETALUM CHAN E NSIS le' X 1& 3 GIAL,. 24 OA N M 35 CHIN F RI1NGE OL64 FULL TO BASE 41 P140 HELMPALI W OA14 VC N M 2 PYGMY DATE MLLL HEAD PIT PITTOSPORUM TOBIRA 24' X IV 7 feAL,. 36' O,G N H '15 JAPAN WE PITTOSPORlJAfI FULL TO BASE POD PODOC`.ARPLIS MAOROPHIYLLUS I8 X 16' 3 GALS, 24' O,C, N M 60 PIODOC,ARPLJ6 FULL TO BASE RNA RI■IAPHIOLOPIS MICA I& x Is- 3 GAL 6 3a O,G Y M 2,6 INDIAN HAWTHORN MAL TO BASE TRI T;2IPSA0UN DACTYLOIDLS Is X Is 3 QA,L4, 421 OA Y M 7 FAKAHATCHEL GRASS FULL TO BASE AS VIBIA JM OBOVATLM IV X 16- 3 GAL,, 317 O,G Y H 39, WALTWG VIBLI NJM FULL TO BASE PATRICK D. CUNNINGHAM, LLC ■ land planning ■ landscape architecture 519 Sapphire Drive Sarasota, FL 34234 O: 941.351.8915 W: www.pdc-Ilc.biz Patrick D. Cunningham tt1KtE 11111t,rt c=US, st=Florid, rr 1=Sarasota, o=Patrick a ; t`` cps �`., �t , Cunningham cn=Patrol'' j• rr> D.Cunningtm, 9� ' email=pcunningham,#c@g s , ml.com �`���`' C)itC►t`�```� '00'05- 17:00:1410 9.12.04 STANDARD CONTRACTOR PRACTICE CREATING NO TRUNK DAMAGE OR FUTURE 5, PLANT ALL TREES AND PALMS (2 INCH - 4 INCH) ABOVE FINISHED GRADE, TREES INSTALLED M STRANGULATION OF iRET�, QQ�R+ BURIED TOO DEEP SMALL BE RESET TO THIS STANDARD, REWVE THE TOP ONE-TI-M ASP ASPIDIISTRA MATIOR 3 GAL„ 30' OA N 31 d/3) OF THE WIRE BASKETS ON ALL B E7 B MATERIAL CAST IRON PLANT FUL TO BASE 6 ALL PLANT MATERIAL SHALL BE PLANNTED WITH TMMA-SCRB AGO OR AN APPROVED EQUAL., IN ACCORDANCE WITH THE MAN.JFACTlREVS RECOMMENDATIONS FCQ TILE RATE 4 ALL HEDGES AND GROUNDOOVERS TO BE PLANTED LEAVING SPACE BETWEEN PLANTS UR URIOPE MUBCARI I GAL.241 QCG N M 24 OF APPLICATION, AND BUILDINGS, WALLS AND FENCM URIOPE FULL. TO BASE 17. AN AUTOMATIC IRRIGATION SYSTEM WILL BE PROVIDED WHICH MEETS OR EXCEEDS THE 74 ALL PLANT BEDS AND TREE RINGS SHALL. BE TREATED WITH PRE -EMERGENT HERBICIDE TRA. TTrtA NOIDEIS 3 GAL*, 36' aCi N M 34 FULL REQUIRE MEYTS OF THE LAND DEVELOPMENT REGULATIONS. THE OWNS? WILL SUPPLY AND THEN TOP -DREG WITH 3-INCH DEEP LAYER OF COMMERCIAL GRADE MON'CYPRESS A�� ALL PROPOSED PLANT MATERIAL WITH 100% IRRIGATION (AUTOMATIC) COVERAGE (WITH MULCH, CONTRACTOR SHALL INSTALL WOVEN WEB BARRIER FABRIC IN ALL 50% OVERLAP MINIMUM) WITHIN TEEN DAYS OF INITIAL INSTALLATION, SHRUB/GROUNDCOVE R BEDS. eoD4 PA6PAE4m NOTATL lm FLU DISEASE Imo. LAID N M TAD, � BABA SOD ARGENI& EVEN CONTTRACTOR TO INSTALL THE IRRIGATION SYSTW PER THE JIRISDIan" REGULATIONS 8, NEW SOD SHALL BE ARGENTINE BA4A, THE QUANTITY SHOWN ON THE PLANT LIST IS AN 1%-RETIGHTLY. 42EPALWORM E)4 RETEiNTION ROAN? ONLY TO CONFORM TO THE LANDSCAPE DESIGN, ESTIMATE AND CONTRACTOR SHALL DETERMINE EXACT QUANTITIES IN THE FIELD, SOD AREASMAINTAINEDBY THE ACTOR FROM THE TIME OF INSTALLATION TO TISTo Be SOD STE3NOTAPI-RLM SEC�ATLIM L LAID N M T,BA 48 am" Is; EXISTING TIRE CANOPY IS TAKEN FROhA RECENT AERIAL PHOTOGRAPHS FROM GOGGLE ME OF FINAL ACCEP ST, A LQ JSTINE FLORITAM GRASS TIGHTLY. UNIFORM CAL 8-I EARTH � KAoA�t NOT111FICAT 0 DIE-WATEES MATERIAL ON THE. CITY'S PRE SPECIES LIST, SCALE: CALE: NELSON Nelco Architecture, Inc. Florida Certificate of Authorization Number AA-26000525 201 E Kennedy Blvd. Suite 450 Tampa, FL 33602 Phone: 813-803-8707 Client Representative: Lang I Jones a 9 LaSalle Lisa Drees Tel.: 813-624.4515 E-Mail: lisa.drees@am.jll.com Archilted: NELSON Nelco Architecture Inc Contact: Nicole Arwood Tel.: 813-803-8713 E-mail: narwood@nelsonww.com Architect of Record: Peter Hauerstein Tel.: 813-803-8726 E-mail: phauerstein@nelsonww,com FL LICENSE NO: AR97797 MEP Engineer: Infinity Engineering Group, LLC Contact: Todd Stickler Tel.: 813-326-8407 E-mail: todd@iegroup.net Project NO: 10-976.00 Certificate of Authorization: 27889 1NIRINNITYF:PvGIN F.RING R VPc L1. - General Contractor: Spartan Contracting Company Contact: Kris Paterson Tel.: 813-818-0932 E-mail: kpaterson@spartancc.com BANK OFAMERICA��,i` ATM CAP ADD ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHRYHILLS, FL 33542 PROPERTY ID: FL2-019 NSRP VERSION: 3.0 BULLETIN: 02-2019 Description: No: Date: Issue for SD Review 08-02-2019 Issue for Permit 12-06-2019 PATRICK D. CUNNINGHAM SEAL' FL REG. NO. 0001669 CITY STAMP: LANDSCAPE PLAN Proj. No: 19.0002502.00 Reviewed By: N)/DB Drawn By: SM Approved By: AM NELSON • fr rA� '!µ 1 a •,7a 41 1 �1*t4h / .-� 1 1 - a• f 1 a w 'ill I r• 1 1 : -. ]• , 1 ,,1 a . 'laa 1 1 ]ir 1- : AL r. G!//// p//I,r/ y �If/f - • . • •v \� ♦:A� ♦ AP:4 \'vv 1.Afiv.A�\:� ��V� f\�\\�\\/f\� �/'\\/\/�!/\\/,\\!� %\\, �\\/,\\/\!\\f/\ ! /� �\� Y -, ia!/�/i�/�p�ij`�\✓f\\\��� 1 r 1 1 ] 1 1 ' «I � 1 . ,11 ] 1 1 v y 1, 1 1 . • ,.1.. 1 ' ` !\/j`r�6\. /\\/.y\\//�f.r�ljt//\\/�y\//�il��'\fj\/f\f\f\//�/f�lj\1j*I,`/��'�I�ff*'`�!� c�/\.�\/\p�ii�i�ijyij�� i�%4��i`` .yam\fj�/j`G\ ' /f\4�/i\fi\!i�r\ri i\i\✓i\!i /i\if\��r - +i]I r'• ] /\�/i`6\��\%if\�i\/i'!\r\fi\i/\!\f./i 1 a. 1 ' . \ : ] \fin\\...;\\. •'• • ��\i \ ��. - ;:�\\.\ `� \\'\ <.. �.�. `� � . 1: 1 G4A WK 1 W.' 7JAi �lG V.IV SV Tp�S neYnaY•rmrmzYnrtmm�n 4Mle4 t�1A1M hW y,1ZIk aaFuz�:,,` .vuuc]a r' '�•'4 •�•'�• : \\L\f'�• �/ «.' \\\• \\\, , ] ]I �• r///, i �i .. i` r • • \\�ti.,. �".. /.� i .^ ,�4 /../,. �,• •,• - *WY,nl'8aS5N�'t Yfm;tm �• ART^: RLA ,.,r�\\.: \\j\\/\\f\\/ \�\.tif\\I \/%'\J/\/ r ]. \� , f\\/�`/\it\\/\�!'\��/Q�\\/�\�li \•,`''\\// 1 11.]1 / /1\!��\I\!� ! ,df\O,.\! rrj/ • r., , , /!vQ -/i, - ... SSW :wr wi 1 ®MWM :1 «. \OJQOJb\\\ 4\\\\,\\3• \/�.• \,./\�t/�\4,\I �/�\\/ :1: ','r 1' ,/ /7r.,q /f, ma�oct:zoazouaczca]cvs�ww VA.MM MY NW Wl1'hMM ,,+.\ x..\\J.\.\��.\\♦ 1♦ \+�:♦.\��`:\r\ 1 ♦\\\\\'t$:�\�\'\\\\\\\\\\\\\\\ /,//f \\\\\\�\ -�. \ '' tll.•.. � 3al'd,71 i .,Ili„ ,« . .y� ] 1 rl , a :] , . ].� 11 ,'�-1�T '.1 r1 ` .11. r.].\rr «: « 11. A "r: Ir • •1! rr, • 1 1 1.1 1' v]'I Y-,i•� 1 •.�'-1 I / wh � 'as. 1' 1]I 1.` 1-,« . NO 1. . •: ]I 1 ] 1'. A :y-I' 1.•q' «., 1 •1. \1' .] • . r+ rl� � 1 '.« l^ «1 1'• 1 11 1'. ',1. Mii _ •'111111 I 1 '«II 11 '1 1 • nvr•�r•u R u,rr1E•,nr - ••,rwle Iw,urw new.waaeaaleaamFlYl•Glvl m wnnlEm - .1�-Wl uyvgw TYPICAL ROOT BARRIER INSTALLATION NOT TO SCALE TYPICAL PLANT SPACING DETAIL NOT TO SCALE EGLIAL TREE (lMW 16-01 HTJ TYPICAL TREE GUYING DETAIL NOT TO SCALE APFQOX 3/4 i« G1G14T L OF ATTACHKYE GUY WIRES 90 D EQL AL SPACING AROUND TREE TES THAN 16!-a wri TYPICAL TREE GUYING DETAIL NOT TO SCALE 4L3 HOURS E �DIO�p To RM euNEIHIIN�eIwcoM N oTrICATION CINTEIR � AHD WH 8 1!9 /JVlB?A L THIN BRANCHES BY 25% OF THE TOTAL MASS, RETAIN THE NATURAL SHAPE OF THE PLANT, NO PRUNING SHALL BE DONE PRIOR TO INSTALLATION, APPROVAL. AND DIRECTION BY THE LANDSCAPE ARCHITECT, WIRE GUYS. 3 OR 4 STRAND NO, 12 WIRE. SPACE EQUIDISTANTLY AT 45-DBGRM ANGLE TO FINISH GRADS PLACE 2 - PLY RUBBER HOSE ON WIRE AT ALL POINTS OF TREE CONTACT EXTEMING 7 (INCHES) BEYOND TRUING TOP OF BURLAP BALL SHALL BE AT LEAST I► (INCW ABOVE THE FINISHED Gi MINIMUM 3r (INCHES) DErB' LAYER OF MU..CM (SEE WRITTEN SPECIFICATIt FOR TYPE) MAINTAIN MULCH 31 (INCHES) FROM TiRUNG 11111I.COo0�.o0m rNu1w:RD u► WPr1�fI - SOD-•W U•/Y7/W PRUDE LOWER BRANCHES A6 PER OWNERS DIRECTION, BUILD 47-61 CONTINUOUS SAUCER AROUND THE TRW PIT TO HOLD WATER. 20( 40( 24, STAKE (PRESSURE TQEATED PAINT IS OPTIONAU GRADE DIAMETER OF HOLE FOR BALL TO 7-Or SHALL BE TWICE THE DIAMETER OF THE ROOTBALL., DIAMETER OF THE HOLE FOR ROOTBALLS X-a 6 GREATER SHALL BE 7-01 LARGER THAN THE DIA, OF THE BALL. sI-LAL L IN D14 SIT ON MMOUD OF UNND18TI SOIL TO PREVENT SETTLING ROOT BALLS SMALUeR THAN 7-01 DIA, MAY SIT ON COMPACTED EARTHL TYPICAL IRRIGULAR/MULTI-TRUNK TREE PLANTING DETAIL NOT TO SCALE WIRE GUYS. 3 OR 4 STRAND NO, 12 WIREE, SPACE EWD18TANTLY AT A&DE-GRED ANGLE TO FINISH GRADE, PLACE 2 - PLY RUBBER HOSE ON WIRE AT ALL POINTS OF TRED CONTACT EXTENDING 21 (INCHES) BEYOND TQLW MINIMUM 31 (INCHES) DEBP 3 iNLCH�) CH MAINTAIN � —� ROOT BALLS GREATER THAN 7-01 IN DIAL SHALL SIT ON MOUND OF UNDISTlREIM SOIL TO PREVENT SETTLING ROOT BALLS SMALLER THAN 7-Or DIA, MAY SIT ON COMPACTED EAR'TIA .6T PLACE ROOTBALL AT BOTTOM OF PLANTING PIT ON br INCHES LAYER � (� OF COMPACTED BAC KPILL HALAROOT BALL Mh ob 1' 'r POW WIC 18 O�� DO NOT CUT CENTRAL LEADER SHADE TREES SHALL HAVE A SINGLE, ST-12AIGHT TTANG WITH SPROUTS CLEANLY REMOVED AND BRANCHING UNIFORMLY DISTRIBUTED, POW AT 1;&t C HEIR 16 MEAGURW r 47 HIGH BERM TO CREATE A SAU.ICE - LIKE WE! L AROU THE TREE PIT TO HOLD WA1 a MAY OCCUR BRANCHING WITHIN THIS AREA, _ _ _ 494 SMALL TO MEDIUM TREE CANOPY TREE (MU_TI-TRUNU (SINGLE-TRINO CLEAR TRUNK WITHIN SIGHT TRIANGLE DETAIL NOT TO SCALE PLANT PIT TO BE 142 TIM08 THE DIAMETER OF THE PLANT BAIL MIN 'ICAL PALM PLANTING DETAIL TO SCALE PLANT TOP OF ROOTBALL EVEN WITH , OR SLIGHTLY HIGHER THAN FINISHED GRADE 41 - 61(INOW& HIGH BERM TO CREATE A SAUCIER -LIKE WELL AROUND TREE PIT TO HOLD WATER, FINISH GRADEUx tY-fJT ry � z Ux x" MINIMUM 7 X 4► X 24r STAKE DRIVEN 3► >. i ....... --..:....... INCHES BELOW GRADE (PRESSURE TREATED) ._.,,, BURLAP FROM TOP M4 3 r.. v, 4 ; I 3 i .i , - / ; `i l H1: k..... 1/3 OF ROOT BALL IF NATURAL., REMOVE ALL BURLAP IF SYNTHETIC, s " d i ae BACKFILL AROUND ROOTBALL AS SPECIFIED, FILL MATERIAL SHALL. 0ONS16T OF AT LEAST A75 FOOT PER INCH OF DOH OR ROOTBALL HA F)ROOT 1/3 NATIVE SOIL FROM THE HOLE DUG FOR &-a MIN. WHICHEVE IR GREATER BALL Mh THE PLANTI SEE WRITTEN SPECIFICATIONS UNLESS ADJACt9NT• TO SITE FOR BACKFILL MIXTURE, CONDITION CONF RAIN M SUCH AS eTRUCTURE6. CURBS. LANM ETC, TYPICAL TREE PLANTING DETAIL NOT TO SCALE TOTHEHEAD OF THE PALM eUD, LA p�� O PROTECT R � AT LEAST FIVE (5 M48, TRIM ONLY TTHgOSSEpFRONDS VCH HAQW I CART, AMEI �Tl�l W11d�1T A UPr TQIUNIM ALL OR CAVITIE6t NO8t�2APLOOSE SHEA® SCARRED BE HURRICANE OL�T 6E PAI7�A8 SHALL WRAP ,6 LAYERS OF BURLAP TO TRUNC AT POINT OF SUPPORT 1/3 HEIGHT OF TRUVC WRE 3 WOOD CLEATS 21 X 41 X & TO TRUNK AS SUPPORT FOR BRACES 3 (2X4) WOOD BRACES 120 DEGREES APART TO REMAIN FOR AT LEAST 12 MONTI-6 NAIL TO WOOD STAKES, 3► (INCHIM MLL04 (EXCEPT OVER ROOTBALL) 2' X 4r X 12' FOOT PAD FOR 60" 601L CONDITIONS BURIED 31(INCHM BELOW GRADE, TOPSOIL MIXTURE AS SPECIFIED FULLY WATER COMPACTED ROOT BALL BOTTOM TOP ABOVE FINISHED GRADE, COMPACTED MOUND OF BACKFILL MIXTURE, REMOVE TOP 1/3 OF BURLAP IF NATURAL. I QE!MOVE BURLAP P ALL BLAP FILL MATERIAL SHALL CONSIST OF AT LEAST 1/3 NATIVE 601L FROM THE HOLE DUG FOR THS PLANT, TTBX IFICATIONB FOR (VOTES ALL EXISTING TRE�B TO BE PROTECTED I, CALIPER IS DURING ANY LAND CLEARING AND/OR AT DIAMETER AT CONSTRUCTION AS FOLLOWS BREAST HEIGHT 08141, 45 ABOVE GRADE, 1A) PRIOR TO ANY LAND CLEARI Nr3 2, THE MAX, REQUIRED OPERATIONS TEMPORARY BARRIERS UNDIST R6® AREA 8 4ALL Be N6'TAUBD AROUND ALL TRM SHALL. NOT EXCEED 24 TO REMAIN WIT14N THE LIMITS OF LAND FM F420M THE CENTER CLEARING OR CONSTRUCTION AND SHALL OF THE TRH,REMAIN UNTIL THE COMPLETION OF THE WORK TRW PROTECTION SMALL COMPLY WITH --bIRIP LINE THE! -11LIR16DLCTION S 4206U.ATIONS Cm NO MATERIALS, TRAILERS. E' QUIPM!" OR CH OArALS SHALLBE STORM, OPERATED /--2 X 4 WOODEN P06T6 DUMP ID. BURIED OR BURNED WITHIN THE 6• MAX, O.C„ 4'-07 HT, MIN PROTECTED pREA6, 7-3' INTO GROUND NO ATTACHMENT. WIRES (OTHER THAN �-- CHAINLLINK P19<9 dNEW OR PROTECTIVE 611Y WRBe3), SIGNS OR U�) OR OTHER SIMILAR PErRMIT6 SHALL BE ATTACHED TO A BARRIER WHICH WHICH LIMITS PROTECTED TREE, ACCESS TO THE AREA, QNOT ATTACHED TOT (0) PROTECTED TR®8 SHALL. BE PRIM TO 4aWTOW THIS NTLRAL SHAPE AND FERTILIZED AS NECESSARY TO COMPENSATE FOR ANY LOSS OF ROOTS TO INCLUDE MIN OF 509 AND TO 6TIMLLATEE ROOT GROWTH{ AREA UNDER DRIPLINE OF I ANY DAMAGE TO TREE CROWNS OR ROOT SYSTEMS SHALL BE REPARED UTILITIES ARE TO BE TUNN MM OCT TQE NO ED) IMMEDIATELY AFTER DAMAGE'_ OCCUR& WITHIN UNDISTLRRBEED AREAS OF TREE PROTECTION TYPICAL TREE PROTECTION DETAIL NOT TO SCALE 5 LAYERS OF BURLAP, STD. BANDS (3/414C,SJ 5(7X41X61 WOOD BATTENS ECURE BATTED WITH 2- 3/4• lIGH CARBON STD BANDS TO IOU D BATT" IN PLACE, 10 NAILS 1SHAL.L BE DRIVEN HEIGI-IT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE BRACING POW AT "4104 SPEC row SHRUB KXARED CLEAR TRUNK EAS RED TO BOTTOM = CANOPY) AT MATURITY ' MIN >. PATRICK D. CUNNINGHAM, LLC m land planning ■ landscape architecture 519 Sapphire Drive Sarasota, FL 34234 O: 941.351.8915 W: www.pdc-Ilc.biz POW AT "4104 8RKX9W OVEIRALL 04ZB HEGHT 16 keAS RM PLANT MATERIAL SHALL NOT Be PQUNE!D PRIOR TO INSTALLATION, AFTER PLANTS HAVE BEEN INSTALLED, EACH PLANT SHALL BE PRUNED FOR UNIFORMITY, — PLANT HIGHERTOP OF ROOTBALL E4VEN TI-AN FINISHED GRAM WITH OR SLIGHTLY MINIMUM 31 (INCHES) DEEP LAYER OF MULCH TO /— COVER ENTIRE PLANT BED, Knp MULCH 31 aisic ES)\ AWAY FROM TQUNC6, WET DOWN TO STABILIZE, BUILD 4►-6 (INCH) CONTINUOUS SAUCER AROUND �— THE TREE PIT TO HOLD WATER. FINISH GRADE + IN DIAI WSHALL SIT ON MOUND OF UNDISTURBED . ._. I E' .......;1 IA, 61T ON ._..... SMALLER TTHAN�2� D I M12mAY ROOT COMPACTED EARTH. T BALLS PLACE ROOTBALL AT BOTTOM OF PLANTING PIT ON UNDISTLRBED SUBGRADE ROOTBALL FILL MATERIAL SHALL CONSIST OF AT LEAST 2/3 NATIVE SOIL FROM THE HOLE DUG FOR THE PLANT, TYPICAL SHRUB/ GROUNDCOVER PLANTING DETAIL NOT TO SCALE Patrick D. Cunninghmn c=US, st=Florid, 1=Sarasota, o=Patrick . Cunningham, cn=Patr�k, D.Cunningh m, email=pcunningharalc gm�l.com '00'05- 17:00:5 2`9.12.04 SCALE: Nelco Architecture, Inc. Florida Certificate of Authorization Number AA-26000525 201 E Kennedy Blvd. Suite 450 Tampa, FL 33602 Phone: 813-803-8707 Client Representative: Jones Lang LaSalle Lisa Drees Tel.: 813-624.4515 E-Mail: lisa.drees@am.jll.com Architect: NELSON Nelco Architecture Inc Contact: Nicole Arwood Tel.: 813-803-8713 E-mail: narw nel nww ood@ so .com Architect of Record: Peter Hauerstein Tel.: 813-803-8726 E-mail: phauerstein@nelsonww.com FL LICENSE NO: AR97797 MEP Engineer: Infinity Engineering Group, LLC Contact: Todd Stickler Tel.: 813-326-8407 E-mail: todd@iegroup.net Project NO: 10-976.00 Certificate of Authorization: 2788E INF 'rrY I vcrvl=,ERN; RotJP• L'.0 General Contractor: Spartan Contracting Company Contact: Kris Paterson Tel.: 813-818-0932 E-mail: kpaterson@spartancc.com BAN K OF AM ERICA��!,/ laft ATM CAP ADD ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHRYHILLS, FL 33542 PROPERTY ID: FL2-019 NSRP VERSION: 3.0 BULLETIN: 02-2019 Description: No: Date: Issue for SD Review 08-02-2019 Issue for Permit 12-06-2019 PATRICK D. CUNNINGHAM Si:AL FL REG. NO. 0001669 CITY S1M14VP: LANDSCAPE DETAILS Proj. No: 19.0002502.00 Reviewed By: NJ/DB Drawn By: SM Approved By: AM 0' 20' 40' 80' NELSON 7TH STREET 1 --•._'--'-.-____. (60' R.Q. T ...... ...... Know Tp S°00 00, 001, W OO � � To uNoec� PLAN � S25023'17"E(F)(FDOT) 224.82'(F) 1.1/4" 3/d" ITT I1T ITTTI• ITTJT? ITT ITT 1= i'T9 Ill IT7 T r- 1 l rTl iT rl" H LU :) 6 Zw W CI Lu w a Q � O 3a" TO Ln M 0 z1 EXISTING MAINLINE EXISTING SLEEVE NerAu I I I _ e01�AN 1 1 0 IING MAINLINE jr SI IN SLEEVE. i; I ri►' °t wd. ®24.6 14.1 _147 We I 1 I Tim Nor I I e®aerI WO Ri10AT1m I = To•lal4WN I ` THe AIWA, U� Ill -11S. .: YStttjjj EXISTING MAINLW ZIALIM .r^ EXIS ING SLEEVE . Hi LIL I �I,q IN 11111 o EM MIN TO el M"Rm w4 TFi0 AlrATO M OA 1 ........ ,............... yk ......_ _ .......... U ,�....�w� Vellum vu=xe_ .. �. � i 0 11f00 TOTp rin�ft a' ........... ............... AIiPJy i N Y •. `. by . 3/<. i � I 1 ,r TO PPE � aRAliac I � i 1 � A now s � i of t N�iyytaew° ro swam k1TO c0VW j }(••]� EXISTING SL f •••••j EXIS'IINC — j — -- — ---- TO Ill - I zs, ._. _ 225.00'(F)(D) N25"22'25"W(F) roe� GALL BOULEVARD oOVea , �.- ` ` tST .E_.ROAD- 1 - U-S,. H I G.LIWAY_..W 1 (60' R.O.W. PER FDOT W.P. TIME/SEG. 2564221 r� INE 1•• Irrigation Legend HUNTER POD FLOOD BUBBLER, 112- FIPT, POZ-IOU-25 IRRIGATION LATERAL LINE+ Q 50 0 0,50 GPM (DHUNrTER DRIP CONTROL VALVE KIT, I' PGV GLOBE VALVE WITH I- HYlOO FILTER PVC C LA66 160 SOR 26 PVC CLASS 315 FOR I& PIPE, ® 10 0 1100 GPM SYSTEMA, PRESSURE REIGUI-ATION PVC CLASS 200 FOR 3/4' PIPE, 25PSI FLOW RANGE cl GPM TO 15 PVC CLASS 160 SDR 26 FOR I• AND G1:M,150 MESH STAIN_E66 STEEL ABOVE AREA TO RECEIVE DRIPLINE S( PLEASE HUNTER PLD-10-12 (18) ®Haqw PGV-lO1G ONLY LATERAL TRANSITION PIPE IN -LINE PRESSURE COMPIBVSATING 1' PLASTIC ELECTRIC REMOTE SIZE6 I- AND ABOVE ARE INDICATED LANDSCAPE DRIPLINE WITH BUILT-IN CONTROL VALVE, FOR ON THE PLAN, WITH ALL OTHERS CHECK VALVE, UV RESISTANT, QMIDENTIAL A-104T COMMERCIAL BEING 3/4' IN SIZE, USE, FEMALE NPT INLET/OUTI.ET, 1.0 GPH EMITTERS AT l20. O,C, GLOBE CONFIGURATION, WITH FLOW ■ ■ IRRIGATION MAINLINE DRIPLINE LATERALS SPACED AT 1&0' CONTROL-, PVC SCHEDULE 40 IRRIGATION PIPE, APART, WITH EMITTERS OH=6El FOR TRIANGULAR PATTERN, MAT90-NORCA 514TX —" PIPE SLEEVE JI 2' 47 BRASS GATE VALVE, FULL — PVC SCI-EDU_E 40 PORT, WITH SOLID WEDGE, IPS CROSS HANDLE, SAME SIZE AS MAINLINE PIPE, F oco 825Y 1-l/2' VALVE VALVE FLOW VALVE CALL OUT REDUCED PEE BACKFLOW PREVEll VALVE ® EXISTING RAINBIRD CONTROLLER EXISTING RAN SENSOR ❑W IRRIGATION SOURCE 4-I4 WELL • 28 GPM AT ,60 PSI REQURED PLAN VIEW SCALE AS NOTED M Sleeve Size Schedule PIPE SIZE SLEEVE SIZE 3/4" 1-1/4" 1" 2" 1-1/4" 2-1/2" 1-1/2" 2-1/2" 2" 3" 2-1/4" 4" 3" - 4" 6" I.DDP.C= VEIN! bw"Cil Rill Alum= QVAADe i ECK40 I r ; i i, uPVC; re r WN PLL'#C PiIL I'll L 12 MN SPACE al 4o PVc mrnNC 610.11011.1110 ON LATIRAL ll TURF SPRAY HEAD NOT TO W0AW ft ll TOM DRIP TLIN'i —\ l V Ill ll is;IFill �DWIN SPAM ANr _.._; a/dp am oR etazLlcTlsie PVCNPPLE '' i PVC TEE a PVC ete PVC - DRIP CONNECTION Nor TO WALLS PVC BCFI eo 90 na ELL PVC Dow So TOE PIPPII" PVC aw a c, MALE AM rR#ya1Dm CI NIl 1. VALVE VALVE IA TAG PNBIa GRADE ,�_„I i L . P zoo4M 1,1111.7115111. P LARGE VALVE [OTC VALVE a= N rl`ALLATtON TO ALLOW VALVE t PLTsa TO ea eeivlcEfl WITFIour NEB POR D11C AVATION PVC MAN UM 00MAL wrap ._,.; _.::, ..........E ........t WK 40 PVC 20 gpm DRIP ZONE CONTROL VALVE NOT TO WALE General Notes MOV Mill SPACE eerVNll�er &WW4QM ea l 4o PVo PTr r nq I't''� 9`ANT WALL OR ON LAnSUL UW sTxa�D7uRe TURF ROTOR HEAD Nor To saw TREE BUBBLER NOT TO ®GALL■ PVC ON e0 90 na ILL VC PewEp TOE mill PVC Sol So Ill AM 40MU E ooNrRaL VALVE - CoNni ® N CPO" BTAIiWi VALVEDOX — VALVE 1A TAG W1= OOMRICrCR9,; WaE '---'s PABRIc PVC; MAN LINE VALVE sox WAU ATION 64" vVALVETO New rOR E#GCJWATTCN 90E1 AO PVOImrrA w—, —1 REMOTE CONTROL VALVE NpT TO WALE II IRRIGATION 6Y67EM DESIGN REOUREMENT& 28 GPM 0 A MINIMUM OF ,60 PSI AT THE POINT OF CONNECTION, THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE GPM AND PSI PRIOR TO INSTALLATION OF THE SYSTEM, 2 DO NOT INSTALL THE IRRIGATION SYSTEM A6 SHOWN ON THE DRAWINGS WHEN IT 16 OBVIOUS IN THE FIELD THAT CONDITIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN PROCES& FOR EXAMPLE I OBSTRUCTIONS, GRADE DIFFERENCES, WATER LEVELS, DIMENSION AL DIFfEREVCED, ETCL REFER TO THE LANDSCAPE PLAN TO AVOID CONFLICTS WITH PROPOSED TREES OR 614RUB6, 3, PIPING MAY SOMETIMES BE INDICATED A6 BEING LOCATED IN UNLMY Al IP,. L�M BUILDINGS OR PAVEMENT, OUTSIDE OF PROPERTY LINES, IN LAKES OR DITCHES, ETC, THIS 16 DONE FOR GRAPHIC CLARITY ONLY, WI-ENEVEIR POSSIBLE, PIPING IS TO Be INSTALLED IN PERVIOUS AREAS, 4, PIPE SIZE'S SHALL CONFORM TO THOSE ON THE DRAWINGS, 6LJ96TITUTING WITH SMALLER PIPE SIZES WILL NOT BE PERMITTED, 5, MAiN".iNE I6 TO BE INSTALLED WITH A MINIMUM OF 18-IK DEPTH OF COVER, LATERAL LINES ARE TO BE INSTALLED WITH A MINIMUM OF 121 DEPTH OF COVET'?, 6, UNLESS OTHERWISE INDICATED, ALL SLEEVES ARE TO BE PVC 604 40 AND TWO W NOMINAL SIZES LARGER THAN THE PIPE TO BE SUMNW, FOR EXAMPLE+ THE SLEEVE FOR A 2-I14, PIPE SHALL BE 3-14 7, INSTALL VALVES IN MLLCILED BEDS AND/OR IN LOW TRAFFIC AREAS, ALL VALVES, FLUSH VAWLBS AND WIRE 6PLIC6S SHALL BE INSTALLED IN RAIN BIRD WIDE FLANGED, STRUCTURAL FOAM PLASTIC? VALVES BOXES 8, THE BOTTOM AND SIDES OF THE VALVE BOXES SHALL BE LINED WITH LANDSCAPE FABRIC, INSTALL A 3-14 DEEP BED OF GRAVEL ON THE LANDSCAPE FABRIC TO CREATE A DRAINAGE SUMP, 91 ALL POP-UP SPRINICLM HEADS SHALL. BE INSTALLED LEVEL. AND FLUSH TO GRACe la THE TOPS OF ALL SI-RUB SPRINIll 84ALL BE INSTALLED 12-I14 ABOVE HEIGHT OF SURROUNDING PLANT MATERIAL. FOR PLANT HEIGHTS OF 12-IK OR MORE, SUPPORT RISER WITH U6 RMAR STAKE AND NYLON CABLE TIE, ALL RISMS 94A LL BE PLACED A MINIMUM OF 12-14 FROM ANY SIDEWALK, EDGE OF PAVEM94T OR 6TRUCTLRM 11, LOCATION OF ALL SPRINIl HEADS SHALL BE SITE ADJUSTED TO MINIMIZE WATER OVERTHROW ONTO BUILDING SURFACES AND WALKWAYS, THROTTLE VALVES ON SPRAY ZONES A6 REQUIRED TO PREVENT FOGGING 12, INSTALL DRIP TUBING AT GRADE AND COVER WITH MUCH, TYPICAL SPACING FOR DRIP TLBING 16 18-IK TO 24-IN, ON CENTER, SPACING TO BE DETERIV ED BY PLANT LAYOUT, REFER TO LANDSCAPE PLAN ANCHOR TUBING EVERY 7-Ill WITH 8-IN LONG WIRE TUBING STAKES, INSTALL FLUSH VALVE ASSEMBLIES AT ALL TUBING 'DEAD ETp6'r, 13. EXACT CONTROLLER LOCATION(6) SHALL. BE COORDINATED WITH AN OWNERS REPRE-SEWATIVE PRIOR TO IN6TALLATIOK THE IRRIGATION CONTRACTOR 16 RESPON518LE FOR THE CONNECTION FROM THE POWER SOURCE TO THE OONTROLLBR(SX 141 AT EACH PRI6�4TION CONTROLLER, INSTALL A 'SECONDARY SURGE A1RRE6TBR+ TO THE INCOMING TWO VOLT) POWER SUPPLY (IMEtMATIC #AG2401 OR EQUAU 15, INSTALL IRRIGATION CONTROLLER PER MANUFACTURERS SPECIFICATIONS 16 A WEATHER BASED SENSOR WITH INTERFACE SHALL BE CONNECTED TO IRRIGATION CONTROL LE R, THE SENSOR/ SHALL ADJUST IRRIGATION PROGRAM BASED ON DAILY WEATIl READINGS, SENSOR SHALL BE INSTALLED TO MEET LOCAL CODES AND/OR MINIMUM MANLPACTL.RWIS RECOMMENDATIONS OBSTRUCTIONS, VANDALISM AND EASE OF SERVICE SHALL BE CONSIDERED IN LOCATING THE DEVICE. 17. IRRIGATION CONTRACTOR 61-ALL PREPARE AN AS -BUILT DRAWING ON 'REPRODUCIBLE PAPER DETAILING THE ACTUAL INSTALLATION OF THE IRRIGATION SYSTEM, THE A6'BIILT DRAWINGS SHALL LOCATE ALL MAIN LINE PIPING, CONTROL WIRES, WIRE SPLICES. SLEEVES AND VALVES BY SHOWING EXACT MEASUREMENTS NTS FROM PERMANENT FEATUIRkS? (BUILDINGS, EDGE OF PAVEMIENNT, POWER POLED FIRE HYDRANTS, ETCH INCLUDE DEPTH OF COVER ON MAINLINE AND 6LSEVEf, 18, NO PRODUCT SUBSTITUTIONS WILL BE PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE OWNERS RETaRESENVTATIVE, IRRIGATION CONTRACTOR TO PROVIDE SUBMITTALS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION, 191, ANY OTF"6R EG UIPM E NT REWR® THAT 16 NOT OTHER WISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S Q1500 'NATIONS AND LOCAL. CODE, M MOM ■1"DlOfiINIC CALL TOLL 8U1�E11V�914OpM NIOTIr'IGATION Additional Notes I, AN AUTOMATIC IRRIGATION SYSTEM TO BE PROVIDED WHICH MELTS OR EXCEMS TILE FULL REGLAREMENTS OF THE LAND DEVELOPMENT REGULATIONS 2 THE OWNER WILL SLPPL.Y ALL PROPOSED PLANT MATERIAL WITH 100% IRRIGATION (AUTOMATIC) COVERAGE (WITH 50% OVERLAP MINIMU0 WITHIN TEN DAYS OF INITIAL INSTALLATION THE CONTRACTOR SHALL MAKE ALL ADJ.ISTMENT6 TO THE IRRIGATION SYSTEM TO INSURE 100% COVERAGE, 3, DO NOT SCALE PLAN FOR EXACT HEAD LOCATION, 4, ALL RISERS SHALL BE PAINTED FIAT BLACK 5, THE CONTRACTOR SHALL, RUN TWO W ADDITIONAL SETS OF WREN IN EACH DIRECTION TO EACH ETD OF THE MAIN FOR FUTURE USE, 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR HARD WIRING ALL ELECTRICAL SERVICE CONNLECTION6, 74 FINAL LOCATION OF ALL COMPONENTS SHALL BE SUB.ECT TO OWNER APPROVAL., 8, IF FOR ANY REASON THE DESIGN SHOULD BE CHANGED, THE IRRIGATION CONTRACTOR IS SOLELY RESPONSIBLE FOR SUBMITTING A CHANGE ORDER BEFORE THE COMMENCEMENT OF WORK 91 ALL MAIN LINE FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT FITTINGS, 101 ALL MAIN LINE PIPES PLACED IN SLMVES SHAWL BE SCH1 40 SOLVENT WEIR PIPE WITH ADEQUATE RESTRAINTS, 11, ALL MAIN LINE SLEEVE LOCATION ARE ACCOMPANIED WITH A 21 ELECTRICAL CHASE FOR THE CONTROL WIRING 12 ALL COMPONENTS ARE SHOWN AND/OR DEPICTED ON THE PLAN 94EF-TS ROVESIENT APPROXIMATE LOCATION(8) ONLY, AND ARE FOR CLARIFICATION PURPOSES THE FINAL LOCATION OF ALL COMPONENTS SHALL BE SUBXCT TO APPROVAL BY THE OWNER AND/OR OVO4W6 REPRESENTATIVEi 131 FROP06M MODIFICATIONS SHALL BE SUBMITTED FOR REVIEW AND COW<0AANCE WITH THE INTENT OF THE DESIGN AND JURISDICTION REGULATIONS PATRICK D. CUNNINGHAM, LLC In land planning Is landscape architecture 519 Sapphire Drive Sarasota, FL 34234 O: 941.351.8915 W: www.pdc-Ilc.biz Patrick D. Cunningham{���r =US, st=Florida,l=Sarasot KK 10 �( t��?�;,!`E�dr o=Patrick D. CunninghamJ. , f ! r, Ai 't,., *! I 1 ire% t f..T C . ,!Ew cn=Patrick D. CunninghM email=pcunningham.l@g d`° "!r.�,�. maAcom ''K. l '00'05-17:01:13 2F019.12.04 SCALE: CALE: Nelco Architecture, Inc. Florida Certificate of Authorization Number AA-26000525 201 E Kennedy Blvd. Suite 450 Tampa, FL 33602 Phone: 813-803-8707 Client Representative: )ones Lang LaSalle Lisa Drees Tel.: 813-624.4515 E-Mail: lisa.drees@am.jll.com Architect: NELSON Nelco Architecture Inc Contact: Nicole Arwood Tel.: 813-803-8713 E-mail: narwood@nelsonww.com Architect of Record: Peter Hauerstein Tel.: 813-803-8726 E-mail: phauerstein@nelsonww.com FL LICENSE NO: AR97797 MEP Engineer: Infinity Engineering Group, LLC Contact: Todd Stickler Tel.: 813-326-8407 E-mail: todd@iegroup.net Project NO: 10-976.00 Certificate of Authorization' 27889 INFINITY ENGINEERING GROUP, LLC General Contractor: Spartan Contracting Company Contact: Kris Paterson Tel.: 813-818-0932 E-mail: kpaterson@spartancc.com BANK OFAMERICA'#Vp ATM CAP ADD ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHRYHILLS, FL 33542 PROPERTY ID: FL2-019 NSRP VERSION: 3.0 BULLETIN: 02-2019 Description: No: Date: Issue for SD Review 08-02-2019 Issue for Permit 12-06-2019 PATRICK D. CUNNINGHAM S EA,te: FL REG. NO. 0001669 CITY STAtL7.:,: IRRIGATION PLAN Pril No: 19.0002502.00 Reviewed By: NJ/DB Drawn By: SM Approved By: AM IR01 ni 0 POWER SYMBOLS: I I LIGHTING SYMBOLS: 11 SPECIAL SYSTEMS SYMBOLS: 11 RACEWAY SYMBOLS: i I ABBREVIATIONS: i NELSON NOTE: A COMPLETE LIST OF RECEPTACLE SYMBOLS IS SHOWN FOR THE DUPLEX RECEPTACLE ONLY. OTHER RECEPTACLE SYMBOLS WILL FOLLOW THE SAME SHADING CONVENTION AS THE DUPLEX RECEPTACLE, UNO. CENTER HATCH: ISOLATED GROUND RECEPTACLE OUTER HATCH: GFCI RECEPTACLE RIGHT HATCH: CONTROLLED RECEPTACLE (b 20A, 125V, RECEPTACLE (NEMA 5-20R), WALL MTD (SIMPLEX LEFT, DUPLEX CENTER, QUAD RIGHT) D = DUAL SWITCHED TR = TAMPER RESISTANT U = USB OUTLET WP = WEATHERPROOF WR = WEATHER RESISTANT (� 20A, 125V, IG DUPLEX RECEPTACLE (NEMA 5-20R), WALL MTD 20A, 125V, GFCI DUPLEX RECEPTACLE (NEMA 5-20R), WALL MTD 20A, 125V, CONTROLLED DUPLEX RECEPTACLE (NEMA 5-20R), WALL MTD [� [m 20A, 125V, RECEPTACLE ON EMERGENCY CIRCUIT (NEMA 5-20R), WALL MTD (SIMPLEX LEFT, DUPLEX CENTER, QUAD RIGHT) ® ® OF 20A, 125V, RECEPTACLE (NEMA 5-20R), FLOOR MTD (SIMPLEX LEFT, DUPLEX CENTER, QUAD RIGHT) ®® ® 20A, 125V, RECEPTACLE ON EMERGENCY CIRCUIT (NEMA 5-20R), FLOOR MTD (SIMPLEX LEFT, DUPLEX CENTER, QUAD RIGHT) 20A, 125V, RECEPTACLE (NEMA 5-20R), CEILING MTD (SIMPLEX LEFT, DUPLEX CENTER, QUAD RIGHT) 20A, 125V, RECEPTACLE ON EMERGENCY CIRCUIT (NEMA 5-20R), CEILING MTD (SIMPLEX LEFT, DUPLEX CENTER, QUAD RIGHT) FB MULTI -SERVICE, FLOOR BOX, FLUSH MNT (SEE SPECS OR NOTES) FB = FLOOR BOX FF = FURNITURE FEED PT MULTI -SERVICE, POKE-THRU, 2 HR. FIRE -RATED, FLUSH MNT (SEE SPECS OR NOTES) PT = POKE-THRU FF = FURNITURE FEED ce MULTI -SERVICE, CEILING BOX WITH PROJECTOR MOUNT (SEE SPECS OR NOTES) I-® MULTI -SERVICE, WALL BOX, RECESSED MNT (SEE SPECS OR NOTES) ® SPECIAL PURPOSE RECEPTACLE (SEE EQUIPMENT SCHEDULE OR NOTES) (WALL MNT LEFT, FLOOR MTD RIGHT) ® SPECIAL PURPOSE RECEPTACLE ON EMERGENCY CIRCUIT (SEE EQUIPMENT SCHEDULE OR NOTES) (WALL MNT LEFT, FLOOR MTD RIGHT) 60A ® 60A, 480V, 3PH, WELDING RECEPTACLE, WALL MTD (� DROP CORD (SEE SPECS OR NOTES) @ POWER POLE (SEE SPECS OR NOTES) ® RECEPTACLE RACEWAY / PLUG MOLD 1-0 JUNCTION BOX, WALL MTD WP 0 JUNCTION BOX WP = WEATHERPROOF JUNCTION BOX, FLOOR MTD JUNCTION BOX, EXPLOSION PROOF 330 Lp SAFETY SWITCH, 30A, 3-POLE, NON -FUSED 30 320 L= SAFETY SWITCH, 30A, 3-POLE, FUSED @ 20A ® STARTER OR MOTOR CONTROLLER L® STARTER, COMBINATION W/ DISC. SWITCH Q TRANSFORMER O ELECTRICAL PANEL / ENCLOSURE AS NOTED ON PLAN DRAWINGS (SURFACE MTD LEFT, RECESSED MTD RIGHT) ELECTRIC UTILITY METER a or GROUNDING BUSBAR (SEE SPECS OR NOTES) C_Q�PP UTILITY POWER POLE NOTE: REFER TO LIGHTING FIXTURE SCHEDULE FOR FIXTURE TYPES AND 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 IS DESIGNATED BY AN O"EM" ADJACENT TO THE FIXTURE AND/OR A "HALF SHADED" OR "FULL SHADED" FIXTURE SYMBOL NL: NIGHT LIGHTING (UNSWITCHED FIXTURE) $ioc 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 M =MOTOR RATED MA =MAINTAINED CONTACT MO =MOMENTARY CONTACT P =SINGLE POLE W/ PILOT LIGHT P2 =DOUBLE POLE W/ PILOT LIGHT RC =REMOTE CONTROL T =TIMER OPERATED SWITCH WP = WEATHERPROOF �ia OCCUPANCY SENSOR, WALL MTD � x LOW VOLTAGE DIGITAL SWITCH, WALL MTD oP LIGHTING CONTROL DEVICE DP =DIMMABLE POWER PACK (ON/OFF WITH DIMMING) PP =POWER PACK (ON/OFF) RP =AUX. RELAY PACK (ON/OFF) GW =GATEWAY PS =POWER SUPPLY BR =BRIDGE LC =LIGHTING CONTACTOR TC =TIME CLOCK MS =MOTION SENSOR PC =PHOTOCELL PL PLUG LOAD CONTROLLER (ON/OFF) ePc EMERGENCY POWER CONTROLLER OCCUPANCY SENSOR, CORNER MTD os OCCUPANCY SENSOR, CEILING MTD os DAYLIGHT SENSOR, CEILING MTD ® COMBINATION OCCUPANCY / DAYLIGHT SENSOR, CEILING MTD 2'X4' LAY -IN TROFFER 2'X2' LAY -IN TROFFER 0 1'X4' LAY -IN TROFFER I-O�--,� I STRIP/CHANNEL FIXTURE y TRACK LIGHTING W/ DIRECTIONAL HEADS [1DOWNLIGHT, CEILING MTD /0 c0 `1�1 `-- WALL WASHER, CEILING MTD LIGHT FIXTURE, CEILING MTD 1­� LIGHT FIXTURE, WALL MTD Q WALL PACK SINGLE HEAD AREA LIGHT FIXTURE, POLE MTD ®� TWIN HEAD AREA LIGHT FIXTURE, POLE MTD ® EXHAUST FAN M= EMERGENCY WALL PACK (BUG EYE) (WALL MTD LEFT, CEILING MTD RIGHT) ® EXIT SIGN, SINGLE FACE Y (ARROW INDICATES DIRECTION OF EGRESS) (WALL MTD LEFT, CEILING MTD RIGHT) IA I e EXIT SIGN, DOUBLE FACE (ARROW INDICATES DIRECTION OF EGRESS) (WALL MTD LEFT, CEILING MTD RIGHT) AmkA EXIT SIGN W/ COMBINATION EMERGENCY LIGHT, SINGLE FACE (ARROW INDICATES DIRECTION OF EGRESS) (WALL MTD LEFT, CEILING MTD RIGHT) NOTE: UNLESS NOTED OTHERWISE, PROVIDE OVERSIZED JUNCTION BOX AND 1" EMPTY CONDUIT WITH PLASTIC INSULATING BUSHINGS AND PULL STRING STUBBED MIN. 6" INTO ACCESSIBLE CEILING SPACE. COORDINATE WITH LV CONTRACTOR FOR FINAL REQUIREMENTS. v TELEPHONE OUTLET, WALL MTD 1 TELE OUTLET, U.N.O. COMBINATION TELE/DATA OUTLET, WALL MTD 1 TELE / 1 DATA OUTLET, U.N.O. 0 COMBINATION TELE/DATA OUTLET, WALL MTD 1 TELE / 2 DATA OUTLETS, U.N.O. ❑0 ® TELEPHONE OUTLET 1 TELE OUTLET, U.N.O. (FLOOR MTD LEFT, CEILING MTD RIGHT) rVJ 1* COMBINATION TELE/DATA OUTLET 1 TELE / 1 DATA OUTLET, U.N.O. (FLOOR MTD LEFT, CEILING MTD RIGHT) COMBINATION TELE/DATA OUTLET 1 TELE / 2 DATA OUTLETS, U.N.O. (FLOOR MTD LEFT, CEILING MTD RIGHT) A�A wA WIRELESS ACCESS POINT (CEILING MTD LEFT, WALL MTD RIGHT) TELEPHONE BACKBOARD (TBB) I-Q INTERCOM OUTLET INTERCOM STATION BLANK = REMOTE M =MASTER Av Av AUDIO / VIDEO DEVICE (WALL MTD LEFT, CEILING MTD RIGHT) AV =AUDIO / VIDEO OUTLET M =MICROPHONE OUTLET SM = SECURITY MONITOR OUTLET TV = TELEVISION OUTLET V = VOLUME CONTROL AMP SOUND SYSTEM AMPLIFIER ti 0 SPEAKER (WALL MTD LEFT, CEILING MTD RIGHT) �e AUDIBLE NOTIFICATION DEVICE B = BELL C =CHIME G =GONG hBB BUZZER C / BELL & BUZZER COMBINATION QQ AUDIBLE NOTIFICATION DEVICE H =HORN S =SIREN er AUXILIARY SYSTEM DEVICE BT =BELL RINGING TRANSFORMER R = RELAY D = ELECTRIC DOOR OPENER LV = LOW VOLTAGE TRANSFORMER i-O ANNUNCIATOR e� e� INDICATOR LIGHT (WALL MTD LEFT, CEILING MTD RIGHT) BL =BURGLAR ALARM LIGHT LM CLOCK M = MASTER DF = DOUBLE FACE S =COMBINATION SPEAKER cc PHI SECURITY DEVICES DC = DOOR CONTACT GB = GLASS BREAK DETECTOR HD =HEAT DETECTOR HU =HOLD-UP BUTTON KP = KEY PAD MD =MOTION DETECTOR PB =PANIC BUTTON PVM =PUBLIC VIEW MONITOR SD =SOUND DETECTOR SEC =SECURITY CONTROL PANEL VS =VIBRATION SENSOR WC = WINDOW CONTACT cR17-850 ACCESS CONTROL DEVICE ACP =ACCESS CONTROL PANEL CR =CARD READER ES = ELECTRIC STRIKE ML =MAGNETIC LOCK PS =PROXIMITY SENSOR PWR =POWER SUPPLY RX = REQUEST EXIT PUSH BUTTON 04 mQ SECURITY CAMERA (WALL MTD LEFT, CEILING MTD RIGHT) PTZ=PAN/TILT/ZOOM BX =BOX D =MINI DOME BL =BULLET WP = WEATHERPROOF 0 • • ••• PUSHBUTTON STATION (BUTTONS REPRESENTED BY SOLID DOTS) NORMAL / EMERGENCY CALL BUTTON PUSH BUTTON THERMOSTAT (WALL MTD LEFT, CEILING MTD RIGHT) HOMERUN CIRCUIT TO PANELBOARD - LV - LOW VOLTAGE CABLE CONDUIT BURIED - CONDUIT CONCEALED CONDUIT EXPOSED - - 1 FLEXIBLE CONDUIT a- CONDUIT UP �- CONDUIT DOWN P CONDUIT SEAL -OFF I-r, CONDUIT TEE BODY 14 CONDUIT EL BODY T CONDUIT CAP u CONDUIT SLEEVE WITH BUSHINGS PB PULL BOX HH HAND HOLE CODES IN EFFECT: ALL WORK SHALL BE IN STRICT ACCORDANCE WITH: • NATIONAL ELECTRICAL CODE - 2014 • FLORIDA BUILDING CODE - 2017 (6TH EDITION) • ASHRAE 90.1 - 2013 • INTERNATIONAL ENERGY CONSERVATION CODE - 2015 WORK AND EQUIPMENT UNDER THIS DIVISION SHALL BE IN STRICT COMPLIANCE WITH THE CODES, STANDARDS, AND PRACTICES LISTED HEREIN. THEIR RESPECTIVE DATES ARE FURNISHED AS THE MINIMUM REQUIREMENTS (UNLESS OTHERWISE DETERMINED BY THE LOCAL AUTHORITIES HAVING JURISDICTION). A AMPERE AFC AVAILABLE FAULT CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHJ AUTHORITY HAVING JURISDICTION AIC AMPERE INTERRUPTING CAPACITY ATS AUTOMATIC TRANSFER SWITCH BLDG BUILDING BRKR BREAKER C CONDUIT CKT CIRCUIT CLG CEILING CPT CONTROL POWER TRANSFORMER CT CURRENT TRANSFORMER CU COPPER CTR CENTER EA EACH EG EQUIPMENT GROUND EGC EQUIPMENT GROUNDING CONDUCTOR EM EMERGENCY EOL ELECTRONIC OVERLOAD FDR FEEDER FLA FULL LOAD AMPS GEC GROUNDING ELECTRODE CONDUCTOR GFI GROUND FAULT INTERRUPTER GFCI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND GRS GALVANIZED RIGID STEEL HOA HAND -OFF -AUTO IG ISOLATED GROUND JB JUNCTION BOX KVA KILOVOLT -AMPERE KW KILOWATT L.S.I.G. LONG, SHORT, INSTANTANEOUS, GROUND FAULT TRIP LTG LIGHTING MCA MINIMUM CIRCUIT AMPS MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCCB MOLDED CASE CIRCUIT BREAKER MCP MOTOR CIRCUIT PROTECTOR MDP MAIN DISTRIBUTION PANEL MFS MAXIMUM FUSE SIZE MGB MAIN GROUNDING BUSBAR MLO MAIN LUG ONLY MOCP MAXIMUM OVERCURRENT PROTECTION MTD MOUNTED MTS MANUAL TRANSFER SWITCH N.C. NORMALLY CLOSED N.O. NORMALLY OPEN NIL NIGHT LIGHT NTS NOT TO SCALE OCPD OVERCURRENT PROTECTION DEVICE OH OVERHEAD P POLE PH PHASE PNL PANEL PWR POWER RECEP RECEPTACLE RM ROOM SCCR SHORT CIRCUIT CURRENT RATING SW SWITCH SWBR SWITCHBOARD SWGR SWITCHGEAR TBB TELEPHONE BACKBOARD TELCO TELEPHONE COMPANY TELE TELEPHONE TGB TELECOMMUNICATIONS GROUNDING BUSBAR TMGB TELECOMMUNICATIONS MAIN GROUNDING BUSBAR TYP TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT VIF VERIFY IN FIELD W/ WITH W WIRE WP WEATHERPROOF WR WEATHER RESISTANT XFMR TRANSFORMER ELECTRICAL SHEET INDEX E00.00 ELECTRICAL LEGEND AND ABBREVIATIONS E00.01 ELECTRICAL GENERAL NOTES E01.01 ELECTRICAL SITE PLAN E01.02 PHOTOMETRIC PLAN E02.01 ELECTRICAL RISER DIAGRAM AND PANEL SCHEDULES E02.02 ELECTRICAL DETAILS E03.01 ELECTRICAL SPECIFICATIONS Nelco Architecture, Inc. Florida Certificate of Authorization Number AA-26000525 201 E Kennedy Blvd. Suite 450 Tampa, FL 33602 Phone: 813-803-8707 Client Representative: Jones Lang LaSalle Lisa Drees Tel.: 813-624.4515 E-Mail: lisa.drees@am.jll.com Architect: NILS11M Nelco Architecture Inc Contact: Nicole Arwood Tel.: 813-803-8713 E-mail: narwood@nelsonww.com Architect of Record: Peter Hauerstein Tel.: 813-803-8726 E-mail: phauerstein@nelsonww.com FL LICENSE NO: AR97797 MEP Engineer: Infinity Engineering Group, LLC Contact: Todd Stickler Ty Tel.: 813-326-8407 E-mail: todd@iegroup.net Project NO: 10-976.00 Certificate of Authorization: 27889 INFI rFIN FNGINEERixc CROUP, LLC General Contractor: Spartan Contracting Company Contact: Kris Paterson Tel.: 813-818-0932 E-mail: kpaterson@spartancc.com BANK 011FAMERICAl"4V" ATM CAP ADD ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHRYHILLS, FL 33542 PROPERTY ID: FL2-019 NSRP VERSION: 3.0 BULLETIN: 02-2019 Description: No: Date: Issue for SD Review 08-02-2019 Issue for Permit 11-26-2019 ANDREW MOHR, P.E. SEAL.. FL REG. NQeISW7 r i.. V. . DEC 09 2019 CITY STAMP ELECTRICAL LEGEND AND ABBREVIATIONS Proj. No: 19.0002502.00 Reviewed By: NJ/DB Drawn By: SM Approved By: AM I I I I I I E00n00 GENERAL NOTES: N E LSO 1 N 3 4 5. 6. 7. 8. 0 10 11 12. 13. 14. 15. 16. 17 18. 19. 0 21 PRE -BID SITE VISIT: CONTRACTOR PROPOSING TO UNDERTAKE WORK UNDER THIS DIVISION SHALL VISIT THE SITE OF THE WORK AND FULLY INFORM THEMSELVES OF ALL CONDITIONS THAT EFFECT THE WORK AND COST THEREOF AND EXAMINE THE DRAWINGS AS RELATED TO THE SITE CONDITIONS. BIDDERS WHO DO NOT VISIT THE SITE MAY BE UNILATERALLY NOT PERMITTED TO SUBMIT A BID IF THE OWNER SO DESIGNATES. BID TERMS AND CONDITIONS: THE ELECTRICAL CONTRACTOR SHALL OBTAIN A FULL SET OF PLANS AND SPECIFICATIONS FROM THE GENERAL CONTRACTOR PRIOR TO BID. CONSIDERATION WILL NOT BE GRANTED FOR ANY ALLEGED MISUNDERSTANDINGS OF THE AMOUNT OF WORK TO BE PERFORMED. TENDER OF PROPOSAL SHALL CONVEY FULL AGREEMENT TO THE ITEMS AND CONDITIONS INDICATED IN THE PLANS AND SPECIFICATIONS. ANY DISCREPANCIES OR OMISSIONS FOUND IN THE CONTRACT DOCUMENTS OR DOUBT AS TO THE INTENT THEREOF, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING TO OBTAIN CLARIFICATION FROM THE ENGINEER AND/OR OWNER'S REPRESENTATIVE PRIOR TO SUBMITTING PROPOSAL FOR WORK. WHERE CLARIFICATION CANNOT BE PROVIDED PRIOR TO BID, THE CONTRACTOR SHALL ASSUME THE MORE EXPENSIVE METHOD FOR THE BID. WITHOUT FORMAL AUTHORIZATION, THE ARCHITECT AND OWNER RESERVE THE RIGHT TO REQUIRE THE MORE RESTRICTIVE SPECIFICATION. EXCLUSIONS: MATERIAL AND LABOR EXCLUDED BY THE ELECTRICAL CONTRACTOR SHALL NOT RELIEVE THE GENERAL CONTRACTOR FROM PROVIDING SAME. 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 AND FULLY 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 OR NOT INDICATED IN THE DRAWINGS, WHICH ARE NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE PROVIDED WITHOUT ADDITIONAL EXPENSE TO THE OWNER. DRAWINGS AND SPECIFICATIONS DO NOT UNDERTAKE TO INDICATE EVERY ITEM OF MATERIAL, EQUIPMENT, OR LABOR REQUIRED TO PRODUCE A COMPLETE AND PROPERLY OPERATING INSTALLATION. PERMITS: OBTAIN ALL NECESSARY PERMITS, LICENSES, AND INSPECTIONS AS REQUIRED BY ANY OF THE FOREGOING AUTHORITIES AND PAY FOR ALL OTHER COSTS IN CONNECTION WITH THE WORK. INSPECTIONS: CONTRACTOR SHALL NOT CONCEAL ANY WORK UNTIL INSPECTED AND APPROVED BY ELECTRICAL INSPECTOR AND/OR ARCHITECT/ENGINEER. REGULATIONS: ALL ELECTRICAL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST ADOPTED NATIONAL ELECTRICAL CODE (NEC) AND ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL BUILDING CODES, RULES, REGULATIONS AND AUTHORITIES HAVING JURISDICTION. WORKMANSHIP: ALL WORK SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER IN ACCORDANCE WITH APPLICABLE NECA STANDARDS SUBJECT TO THE APPROVAL OF THE OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE. RACEWAY, FIXTURES, AND WIRING DEVICES SHALL BE PROPERLY ALIGNED, LEVELED, PLUMBED AND SUPPORTED. RACEWAY SHALL BE GROUPED AND INSTALLED IN RUNS WHICH ARE PARALLEL AND PERPENDICULAR WITH BUILDING LINES. COORDINATION: PRIOR TO COMMENCEMENT OF WORK, EXAMINE ALL CONSTRUCTION DRAWINGS AND SPECIFICATIONS AND COORDINATE WITH ALL OTHER TRADES INCLUDING GENERAL CONTRACTOR, MECHANICAL CONTRACTOR, LOW VOLTAGE CONTRACTOR, AND SECURITY CONTRACTOR IN ORDER TO BECOME FAMILIAR WITH ALL ASPECTS OF THE DESIGN AFFECTING THE ELECTRICAL WORK AND TO CONFIRM SITE SPECIFIC INSTALLATION REQUIREMENTS. REFER TO ARCHITECTURAL DRAWINGS AND EQUIPMENT CUT SHEETS FOR EQUIPMENT POWER/CONTROL REQUIREMENTS, CONNECTIONS, WIRING DEVICE TYPE, MOUNTING HEIGHTS, MEANS OF ATTACHMENT, AND LOCATIONS OF ALL NEW EQUIPMENT AND 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/FUSE RATINGS AS REQUIRED TO MATCH EQUIPMENT ACTUALLY FURNISHED. EQUIPMENT AND DEVICE LOCATIONS: LOCATIONS ON THE ELECTRICAL PLANS ARE APPROXIMATE. EXACT LOCATIONS SHALL BE DETERMINED FROM ARCHITECTURAL PLANS, SECTIONS, AND ELEVATIONS. FINAL LOCATION OF EQUIPMENT AND DEVICES TO BE COORDINATED WITH ARCHITECT, OWNER, AND/OR OWNER'S REPRESENTATIVE. VERIFY STUB -UP LOCATION FOR ALL UNDER SLAB CONDUITS PRIOR TO ROUGH -IN. UTILITIES: UTILITY COORDINATION INFORMATION SHOWN ON THE DRAWINGS SHALL BE CONSIDERED PRELIMINARY. COORDINATE WITH LOCAL POWER COMPANY AND TELCO (TELEPHONE/CABLE/INTERNET) PROVIDERS FOR SERVICE REQUIREMENTS AND VERIFY FINAL POINT OF CONNECTION PRIOR TO MOBILIZATION IN THE FIELD. NOTIFY UTILITIES OF COMMENCEMENT OF WORK AND MAKE ALL ARRANGEMENTS FOR TEMPORARY AND PERMANENT SERVICES. PROVIDE ALL EQUIPMENT, MATERIAL, AND LABOR TO MEET UTILITY REQUIREMENTS. INCLUDE ALL ASSOCIATED COSTS TO SET-UP AND COORDINATE TEMPORARY AND PERMANENT ELECTRIC AND TELCO SERVICES IN BID. ALL MATERIALS MUST BE APPROVED BY THE LOCAL UTILITY. IF REQUIRED, THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT SYSTEMS FOR UTILITY MEDIUM VOLTAGE FROM UTILITY PRIMARY TO POINT OF INTERCEPTION AT EDGE OF PROPERTY LINE. TEMPORARY POWER: PROVIDE TEMPORARY SERVICE FOR LIGHTING, POWER EQUIPMENT (DRILLS, SAWS, ETC.), AND CONTRACTOR MOBILIZED WORK TRAILERS. VERIFY TEMPORARY SERVICE REQUIREMENTS WITH GENERAL CONTRACTOR. TEMPORARY LIGHTING AND POWER SHALL MEET OSHA REQUIREMENTS AND LOCAL CODE. INTERRUPTION OF SERVICE: COORDINATE ALL WORK REQUIRING INTERRUPTION OF SERVICE (POWER, SECURITY, DATA, FIRE ALARM, ETC) WITH ALL AFFECTED PARTIES, INCLUDING BUT NOT LIMITED TO GENERAL CONTRACTOR, BUILDING OWNER AND/OR LANDLORD, TENANT(S), AND OWNER AND/OR OWNER'S REPRESENTATIVE AND OBTAIN WRITTEN PERMISSION FROM SAID PARTIES AT LEAST 48 HOURS PRIOR TO SHUT DOWN. PROVIDE NOTICE TO ALL OTHER TRADES OF ALL SCHEDULED INTERRUPTIONS. ALL OUTAGES OR INTERRUPTIONS SHALL BE KEPT TO MINIMUM DURATION. PROVIDE TEMPORARY SERVICE DURING OUTAGE WHEN REQUIRED BY AFFECTED PARTIES. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE PERSONNEL FOR FIRE AND SECURITY WATCH DURING OUTAGES TO FIRE AND SECURITY SYSTEMS. 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 OTHER 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. SHOP DRAWINGS AND SUBMITTALS: SUBMIT MANUFACTURER'S STANDARD PRODUCT INFORMATION, PERFORMANCE SPECIFICATIONS, ELECTRICAL RATINGS, 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. SUBMITTALS AND SHOP DRAWINGS SHALL CLEARLY INDICATE ITEMS TO BE REVIEWED BY HIGHLIGHTING, AND ITEMS NOT TO BE REVIEWED SHALL BE CROSSED OUT. SUBMITTALS WITHOUT HIGHLIGHTING AND CROSSED OUT ITEMS SHALL NOT BE REVIEWED. ALL SUBMITTALS MUST BE RECEIVED BY THE ENGINEER WITHIN 30 DAYS OF CONTRACT AWARD TO THE GENERAL CONTRACTOR; NO EXCEPTIONS. EQUIPMENT ORDERED OR INSTALLED WITHOUT A FAVORABLY REVIEWED SUBMITTAL IS DONE AT THE CONTRACTOR'S OWN RISK. VALUE ENGINEERING SUBMITTALS: VALUE ENGINEERING SUBMITTALS SHALL BE LABELED AS SUCH AND INDICATE A 'DEDUCT OR CREDIT BACK TO THE OWNER. VE SUBMITTALS NOT CLEARLY LABELED OR NOT INCLUDING A DEDUCT SHALL BE REJECTED. 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. SUBSTITUTIONS AND ALTERATIONS OF OTHER DISCIPLINE'S EQUIPMENT: SUBSTITUTED AND ALTERED EQUIPMENT BY OTHER DISCIPLINES SHALL INCLUDE ALL MATERIAL AND LABOR COSTS FOR ELECTRICAL CONTRACTOR TO PROVIDE COMPLETE AND FULLY FUNCTIONAL SYSTEMS TO ACCOMMODATE THESE SUBSTITUTED AND ALTERED EQUIPMENT. THESE ADDITIONAL ELECTRICAL COSTS MUST BE ABSORBED BY THE OTHER DISCIPLINE'S CONTRACTOR IN ORDER FOR THE SUBSTITUTED OR ALTERED GEAR TO BE ACCEPTED. FAULT CURRENT PROTECTION: ALL EQUIPMENT SHORT CIRCUIT CURRENT RATINGS (SCCR) AND OVERCURRENT PROTECTIVE DEVICE AMPERE INTERRUPTING CAPACITY (AIC) RATINGS SHALL BE GREATER THAN THE AVAILABLE FAULT CURRENT AT EACH RESPECTIVE PIECE OF EQUIPMENT. COORDINATE EQUIPMENT SCCR AND OVERCURRENT PROTECTIVE DEVICE AIC RATINGS WITH POWER COMPANY. OBTAIN THE AVAILABLE FAULT CURRENT AT TRANSFORMER SECONDARY FROM THE POWER COMPANY AND PROVIDE PROPOSED EQUIPMENT SCCR AND OVERCURRENT PROTECTIVE DEVICE AIC RATINGS FOR ENGINEER APPROVAL. OVERCURRENT PROTECTIVE DEVICES AIC RATINGS SHALL BE FULLY RATED WITH A MINIMUM 10% MARGIN BETWEEN THE CALCULATED FAULT LEVEL AND THE SPECIFIED SHORT CIRCUIT RATING OF THE EQUIPMENT UNO ON PLANS. VOLTAGE DROP: WIRE SIZES SPECIFIED IN THESE PLANS ARE MINIMUM WIRE SIZES. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR INCREASING WIRE SIZES BASED ON ACTUAL CIRCUIT LENGTH TO MAINTAIN VOLTAGE DROP AT A MAXIMUM OF 3% FOR BRANCH CIRCUITS AND 2% FOR FEEDERS. THE CUMULATIVE VOLTAGE DROP FROM THE SOURCE TO THE END DEVICE SHALL NOT EXCEED 5% OF NOMINAL SYSTEM VOLTAGE. WIRING: ALL CONDUCTORS CARRYING 50 VOLTS OR MORE SHALL BE MINIMUM #12 AWG, CU, LINO. PROVIDE DUAL RATED TYPE THHN-THWN FOR ABOVE GROUND AND TYPE THWN OR XHHW FOR BELOW GROUND, COORDINATE INSULATION TYPES WITH ENVIRONMENTAL CONDITIONS, NEC REQUIREMENTS, AND CONDUIT FILL REQUIREMENTS. CONDUCTORS #12 AND #10 SHALL BE SOLID, CONDUCTORS #8 AND LARGER SHALL BE STRANDED. ALL CONDUCTOR SIZES ARE BASED ON COPPER WITH 600C INSULATION FOR CIRCUITS RATED 100A OR LESS AND 750C FOR CIRCUITS RATED MORE THAN 100A. 22. LOW VOLTAGE WIRING: LOW VOLTAGE WIRING FOR SPECIAL SYSTEMS IS PERMITTED TO BE FREE -WIRED ONLY ABOVE ACCESSIBLE CEILINGS AND BELOW RAISED FLOOR SYSTEMS, UNO. FREE -WIRED CABLE SHALL BE UL LISTED, PLENUM RATED. LOW VOLTAGE WIRING IN OPEN CEILINGS, HARD CEILINGS, WALLS, PASSING THROUGH ADJACENT TENANT SPACES, OR ROUTED UNDERGROUND OR BELOW SLAB SHALL BE INSTALLED IN CONDUIT. LOW VOLTAGE WIRING IS NOT SHOWN ON PLANS, UNLESS SPECIFICALLY CALLED OUT. 23. 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, 3-PH 2O8Y/120V, 3-PH 240D/12OV, 3-PH 240/120V, 1-PH PHASE A: BROWN BLACK BLACK BLACK PHASE B: ORANGE RED ORANGE RED PHASE C: YELLOW BLUE BLUE -- NEUTRAL: GRAY WHITE WHITE WHITE EQUIPMENT GROUND: GREEN GREEN GREEN GREEN ISOLATED GROUND: - GREEN/YELLOW GREEN/YELLOW GREEN/YELLOW 24. SHARED CIRCUIT NEUTRALS: SHARED CIRCUIT NEUTRALS SHALL NOT BE USED UNLESS INDICATED OTHERWISE ON PANEL SCHEDULE. WHERE USED, CIRCUIT BREAKER HANDLE TIES SHALL BE PROVIDED TO DISCONNECT POWER TO EACH PHASE CONDUCTOR OF THE SHARED NEUTRAL CIRCUIT. 25. GROUNDING: ALL CIRCUITS SHALL BE PROVIDED WITH AN INSULATED GREEN COPPER EQUIPMENT GROUND CONDUCTOR SIZED PER NEC. THE EQUIPMENT GROUND CONDUCTOR SHALL BE INCREASED IN SIZE BY EQUAL PROPORTION TO THE PHASE CONDUCTORS WHENEVER THE PHASE CONDUCTORS HAVE BEEN UPSIZED TO MAINTAIN ACCEPTABLE VOLTAGE DROP LEVELS. EQUIPMENT GROUNDS SHALL BE BONDED TO ALL EQUIPMENT AND DEVICES. USE OF METALLIC CONDUIT SHALL NOT TAKE THE PLACE OF AN EQUIPMENT GROUND CONDUCTOR. 26. CONDUIT: ALL WIRING SHALL BE INSTALLED IN CONDUIT, MINIMUM 1/2" FOR INDOOR AND 3/4" FOR OUTDOOR AND UNDER SLAB. EMT IS ACCEPTABLE WITH COMPRESSION FITTINGS ONLY. ALL HOMERUNS SHALL BE HARD PIPED. MC IS ACCEPTABLE FOR FIXTURE WHIPS ONLY. ALL CONDUIT AND WIRING SHALL BE CONCEALED IN FLOORS, WALLS, AND/OR CEILINGS 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. 27. UNDERGROUND CONDUITS: MINIMUM BURIAL DEPTH SHALL BE 24" TO TOP OF CONDUIT. PROVIDE DETECTABLE WARNING TAPE WHERE REQUIRED BY AHJ OR CODE. 28. ROUTING: FOR CLARITY, CONDUIT ROUTING SHOWN IS SYMBOLIC AND DIAGRAMMATIC. INSTALL CONDUIT TO FIT ACTUAL FIELD CONDITIONS. 29. OPEN CEILINGS: IN AREAS WITHOUT CEILINGS OR WHERE ANY CONDUITS, CONDUCTORS, FEEDERS, OR LOW VOLTAGE CABLING IS VISIBLE, ALL WIRING SHALL BE HARD PIPED IN CONDUIT. BX, AC, AND MC CABLE OR FLEX CONDUIT ARE NOT PERMITTED. CONDUITS SHALL BE ROUTED TIGHT TO DECK EITHER PARALLEL OR PERPENDICULAR TO BUILDING LINES, GROUPED ALONG STRUCTURAL MEMBERS, AND DROP AT POINT OF CONNECTION. MAINTAIN 1-1/2" CLEARANCE FROM ROOF DECK PER NEC 300.4(E). WHERE EXPOSED TO VIEW, ALL MATERIALS (CONDUIT, JUNCTION BOXES, ETC.) SHALL BE INSTALLED IN AN ORDERLY FASHION AND SHALL BE CLEAN, FREE FROM ALL VISIBLE MARKINGS, AND PAINTED TO MATCH ADJOINING SURFACE. JUNCTION BOXES SHALL HAVE CIRCUIT NUMBERS WRITTEN ON THE INSIDE OF THE JUNCTION BOX COVER. 30. PENETRATIONS: CONTRACTOR SHALL INSPECT AREA OF WORK AND PERFORM GROUND PENETRATING RADAR (GPR) SCAN OR X-RAY ALL PROPOSED PENETRATIONS PRIOR TO WORK TO DETERMINE EXACT LOCATIONS OF STRUCTURAL REINFORCEMENT OR EMBEDDED SYSTEMS. COORDINATE FLOOR AND WALL PENETRATIONS WITH STRUCTURAL ENGINEER. ALL PENETRATIONS SHALL BE SEALED BY APPROVED MEANS TO PREVENT ENERGY LOSS AND MOISTURE AND RODENT INTRUSION. 31. FIRE -RATED PENETRATIONS: ALL PENETRATIONS THROUGH FIRE -RATED SLABS AND/OR PARTITIONS SHALL BE SEALED WITH A UL LISTED FIRE -RATED ASSEMBLY OF EQUAL OR GREATER RATING THAN THAT OF THE EXISTING SLAB OR PARTITION. 32. TRENCHING: FIELD VERIFY UNDERGROUND UTILITIES PRIOR TO TRENCHING. ALL PROPOSED EXCAVATION IN THE VICINITY OF EXISTING UTILITIES, PIPING SYSTEMS, OR SIMILAR SHALL BE HAND EXCAVATED. HAND EXCAVATE IN THE VICINITY OF EXISTING TREES WHERE TRENCHING MAY DAMAGE TREE ROOT SYSTEM. 33. SLEEVES: SLEEVES AND SLEEVE SEALS SHALL BE PROVIDED AT PENETRATIONS OF WALL ASSEMBLIES. 34. SUPPORTS: ALL CONDUIT AND CABLING SHALL BE PROPERLY SUPPORTED AS REQUIRED BY CODE. 35. REPAIRS: THE CONTRACTOR SHALL REPAIR ALL WALL, CEILING, FLOOR, OR ROOF OPENINGS WHICH ARE CREATED BY DEMOLITION OR PENETRATION. THE REPAIRS SHALL BE WITH MATERIAL AND FINISHES TO MATCH EXISTING ADJACENT UNDISTURBED FINISHED SURFACES. 36. 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 OVERCURRENT PROTECTION DEVICE SHALL BE IDENTIFIED BY CIRCUIT NUMBER AND SCHEDULED INSIDE PANEL DOOR WITH A TYPEWRITTEN CIRCUIT DIRECTORY. 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. RECEPTACLES AND SWITCH COVER PLATES SHALL BE LABELED WITH PANEL AND CIRCUIT DESIGNATION USING TYPEWRITTEN CHARACTERS OF CONTRASTING COLOR (BLACK OR WHITE) ON CLEAR ADHESIVE BACKED LABELS OR FACTORY ENGRAVED COVER PLATES. 37. PANEL CLEARANCE: MAINTAIN ALL WORKING SPACE AND DEDICATED EQUIPMENT SPACE CLEARANCES AS REQUIRED BY ARTICLE 110 OF THE NEC. GENERAL CONTRACTOR SHALL COORDINATE BETWEEN TRADES SO THAT NO FOREIGN SYSTEMS ARE LOCATED IN THE DEDICATED EQUIPMENT SPACE. IN THE EVENT THAT FOREIGN SYSTEMS ARE INSTALLED ABOVE A PANEL'S DEDICATED EQUIPMENT SPACE, THE GENERAL CONTRACTOR SHALL ABSORB THE COST TO RELOCATE THE FOREIGN SYSTEMS. 38. WIRING DEVICES: WIRING DEVICES AND COVER PLATES SHALL BE DECORA STYLE OF COLORS SELECTED BY THE ARCHITECT OR INTERIOR DESIGNER. GANG ADJACENT DEVICES WITH A SINGLE ONE-PIECE COVER PLATE, UNO. FOR REMODELS, ALL DEVICES AND COVER PLATES WITHIN THE CONTRACT AREA SHALL BE REPLACED WITH NEW DECORA STYLE DEVICES AND COVER PLATES, UNO. 39. CLEANING: UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE CONTRACT AREA AND ALL OTHER AREAS USED FOR STORAGE, STAGING, ETC. ALL EQUIPMENT AND DEVICES SHALL BE CLEANED AND POLISHED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SOAP AND WATER CLEANING OR OTHER METHODS THAT LEAVE A FILM SHALL BE CORRECTED UPON REQUEST BY THE ENGINEER OR ARCHITECT. 40. TESTING: THE CONTRACTOR SHALL TEST ALL EQUIPMENT INSTALLED UNDER THIS CONTRACT AND DEMONSTRATE TO THE OWNER ITS PROPER OPERATION. AT THE TIME OF FINAL INSPECTION AND TESTS, ALL CONNECTIONS AT PANELBOARDS, CONTROL PANELS, DEVICES, AND EQUIPMENT AND ALL SPLICES MUST BE COMPLETED. EACH BRANCH CIRCUIT AND ITS RESPECTIVE CONNECTED EQUIPMENT MUST TEST FREE OF SHORT CIRCUITS. 41. TRAINING: OWNER AND/OR OWNER'S REPRESENTATIVE SHALL BE TRAINED ON THE USE OF ANY NEW ELECTRICAL EQUIPMENT AND LIGHTING CONTROLS PRIOR TO FINAL ACCEPTANCE. 42. FINAL ACCEPTANCE: AT THE END OF CONSTRUCTION, A FINAL WALK-THROUGH SHALL BE PERFORMED. ALL DEFICIENCIES IDENTIFIED DURING FINAL INSPECTION SHALL BE CORRECTED. 43. CERTIFICATES OF APPROVAL: ALL CERTIFICATES OF APPROVAL SHALL BE IN DUPLICATE, DELIVERED TO THE ARCHITECT, AND BECOME THE PROPERTY OF THE OWNER. 44. 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. 45. OPERATIONS AND MAINTENANCE (O&M) MANUALS: PROVIDE TWO COPIES OF OPERATIONS AND MAINTENANCE MANUALS TO THE BUILDING OWNER IN HARD COPY AND ELECTRONIC FORMAT. HARD COPIES SHALL BE COMPILED AND ORGANIZED IN A BINDER. 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 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. D. WARRANTY INFORMATION. 46. WARRANTY: THE ENTIRE ELECTRICAL SYSTEM INSTALLED UNDER THIS CONTRACT SHALL BE HANDED OVER IN PROPER WORKING 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. IF MATERIALS HAVE A STANDARD WARRANTY GREATER THAN ONE YEAR, THE MANUFACTURER'S STANDARD WARRANTY SHALL APPLY. 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. Nelco Architecture, Inc. Florida Certificate of Authorization Number AA-26000525 201 E Kennedy Blvd. Suite 450 Tampa, FL 33602 Phone: 813-803-8707 Client Representative: Jones Lang LaSalle Lisa Drees Tel.: 813-624.4515 E-Mail: lisa.drees@am.jll.com Architect: NILB01! Nelco Architecture Inc Contact: Nicole Arwood Tel.: 813-803-8713 E-mail: narwood@nelsonww.com Architect of Record: Peter Hauerstein Tel.: 813-803-8726 E-mail: phauerstein@nelsonww.com FL LICENSE NO: AR97797 MEP Engineer: Infinity Engineering Group, LLC Contact: Todd Stickler Tel.: 813-326-8407 E-mail: told@iegroup.net Project NO: 10-976.00 V9 Certificate of Authorization: 27889 INFINITY ENGINEERING CROUP, I.I.C. General Contractor: Spartan Contracting Company Contact: Kris Paterson Tel.: 813-818-0932 E-mail: kpaterson@spartancc.com BANK OFAMERICA�4�"`.,�'''` ATM CAP ADD ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHRYHILLS, FL 33542 PROPERTY ID: FL2-019 NSRP VERSION: 3.0 BULLETIN: 02-2019 Description: No: Date: Issue for SD Review 08-02-2019 Issue for Permit 11-26-2019 ANDREW MOHR, P.E. FL REG. NO. 73077 SEAL.: 0 9 2019 CJTY STAMPr ELECTRICAL GENERAL NOTES Proj. No: 19.0002502.00 Reviewed By: NJ/DB Drawn By: SM Approved By: AM E00s01 PROPERTY LINE �S f ------------------------------------------------------------------------------------------------ ---- �- -- -- / (e) _.... (e) (e) ....._.... (e) �`��_..4........................_...�,..__...._..-._.fie) � �.,�.,,(e�.....�.�.__.._.,..,_�._ I.�� i (e) 2 I (d)f F1 1 i i EF 1 �... .............._._...,,_., h...._ _ oIr/r..Ir.rr., .rrrr.r♦ ll '00,"/(d) ..rr t 40 Il.r.r : o 00 � — awns — uxua xrae — 7am>, vHus rrmres auerru reeeuc ura„m i 0 1001 / (e), ­4* Owe i E i now ( e)...,,..,,,,, — � ., (e} — - (e) '.414* a, 4 / E 1 (e) 10'-z16 .. (n - 1 ' ¢ (e) jf u �,,,. ` i) C3 —3w. 33y✓,(pl�l//i�',tibsstm��.�r y � i 22'i„ 62 4 3 ,µ .,,w,w,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_,..,., 0 4; 4, 6� 90 (e) � H // (e) i F e e O .................... ...... ,,.......,:.......... .................. ...... RE KEYED NOTES: O VAT SYSTEM TO BE REMOVED: DISCONNECT AND REMOVE EXISTING VAT SYSTEM. REMOVE UNUSED CONDUCTORS AND CONDUIT FROM LOAD BACK TO SOURCE. DISCONNECT AND REMOVE ALL EQUIPMENT ASSOCIATED WITH VAT SYSTEM AND DRIVE-THRU TELLER INSIDE BUILDING. ODRIVE-THRU TELLER LANE LIGHTS: DISCONNECT AND REMOVE EXISTING DRIVE-THRU TELLER LANE LIGHTS, WIRING AND CONDUIT FROM LOAD BACK TO SOURCE. REMOVE LANE LIGHT SWITCHES AT DRIVE-THRU TELLER. PATCH, PAINT AND REPAIR SURFACES TO MATCH SURROUNDINGS. O CANOPY LIGHT: NEW CANOPY LIGHT TO BE INSTALLED AT THE INDICATED LOCATION. REFER TO MANUFACTURER'S MOUNTING INSTRUCTIONS FOR ADDITIONAL INFORMATION. REFER TO EXTERIORLIGHTING O FIXTURE SCHEDULE ON THIS SHEET FOR ADDITIONAL INFORMATION. TIE INTO EXISTING CANOPY LIGHTING BRANCH CIRCUIT. EC SHALL VERIFY EXISTING SITE LIGHTING CONTROLS OPERATE FROM DUSK -TO -DAWN AND PROVIDE AS REQUIRED. O NEW DRIVE -UP ATM: COORDINATE EXACT/FINAL STUB -UP LOCATIONS WITH DRIVE THRU EQUIPMENT INSTALLER. MAKE ALL FINAL CONNECTIONS TO DRIVE THRU ATM EQUIPMENT AS REQUIRED. CONDUIT SHALL STUB UP A MINIMUM OF 6" ABOVE BOTTOM OF THE ISLAND OPENING. FINAL ATM CONNECTIONS SHALL BE MADE USING 36" OF FLEXIBLE LIQUID TIGHT CONDUIT. ELECTRICAL CONTRACTOR SHALL BE PRESENT AT THE TIME OF ATM DELIVERY AND INSTALLATION TO FEED FLEXIBLE LIQUID TIGHT CONDUIT THROUGH ATM BOTTOM PLATE COORDINATE ALL ELECTRICAL REQUIREMENTS OF DRIVE THRU EQUIPMENT WITH TELLER EQUIPMENT INSTALLER. INSTALLATION DRAWINGS SHALL BE PROVIDED BY DRIVE THRU EQUIPMENT SUPPLIER. PROVIDE COMPLETE INSTALLATION OF ELECTRICAL, DATA AND SECURITY WIRING REQUIRED BY DRIVE THRU EQUIPMENT INSTALLER. O ATM POWER: PROVIDE NEW DEDICATED 30 AMP IG CIRCUIT AT DRIVE -UP ISLAND FOR ATM POWER. PROVIDE 1 POLE-30 AMP CIRCUIT BREAKER TO MATCH EXISTING FOR INSTALLATION IN PANEL. PROVIDE (2) #10, (1) #10 EG AND (1) #10 IG IN 3/4"C. REFER TO ATM VENDOR CUT SHEETS FOR SPECIFIC REQUIREMENTS AND PROVIDE ACCORDINGLY. O TOPPER POWER: PROVIDE NEW DEDICATED 20 AMP CIRCUIT AT DRIVE -UP ISLAND FOR TOPPER LIGHTING. REUSE EXISTING SPARE CIRCUIT BREAKER FOR NEW CIRCUIT. PROVIDE (2) #12 AND (1) #12 EG IN 3/4"C. REFER TO ATM VENDOR CUT SHEETS FOR SPECIFIC REQUIREMENTS AND PROVIDE ACCORDINGLY. O DATA AND SECURITY CONDUIT ROUTING: PROVIDE THREE (3) 2" CONDUITS WITH PULL STRING FROM DRIVE -UP ATM TO TELEPHONE EQUIPMENT BACKBOARD LOCATED IN EXISTING NER: ONE (1) CONDUIT FOR DATA, ONE (1) FOR SECURITY, AND ONE (1) CAMERA. COORDINATE EXACT ROUTING IN FIELD. OATM AND TOPPER POWER CONDUIT ROUTING: ROUTE CONDUITS FOR ATM POWER AND TOPPER LIGHTING TO ELECTRICAL PANEL. COORDINATE EXACT ROUTING IN FIELD. DEMOLITION LEGEND: REFER TO DEMOLITION PLANS FOR ADDITIONAL NOTES AND REQUIREMENTS. (d) SUBSCRIPT DENOTES EXISTING TO BE REMOVED. DISCONNECT AND REMOVE WIRE AND CONDUIT BACK TO SOURCE. MAINTAIN SERVICE TO REMAINING DEVICES. (e) SUBSCRIPT DENOTES EXISTING TO REMAIN. MAINTAIN SERVICE VIA EXISTING CIRCUIT. (r) SUBSCRIPT DENOTES EXISTING TO BE RELOCATED. MATCH EXISTING WIRING AND CONDUIT AND EXTEND TO PROPOSED LOCATION. (er) SUBSCRIPT DENOTES EXISTING DEVICE/FIXTURE TO BE REPLACED IN SAME LOCATION AS EXISTING. DISCONNECT AND REMOVE EXISTING DEVICE/FIXTURE AND MAINTAIN SERVICE VIA EXISTING CIRCUIT. — — — — DASHED LINES INDICATE EXISTING TO BE REMOVED, EXISTING TO BE RELOCATED, OR EXISTING TO BE REPLACED. ........................... LIGHT LINES INDICATE EXISTING TO REMAIN. KEY PLAN: NORTH ou Know what's below. Call before you dig. H DEMOLITION NOTES: 1. COORDINATION: DRAWINGS ARE TO BE USED ONLY AS A GUIDELINE FOR DEMOLITION. COORDINATE ALL DEMOLITION WORK WITH OTHER TRADES, WITH NEW WORK INDICATED ON CONSTRUCTION PLANS, AND WITH ACTUAL FIELD CONDITIONS. 2. LOCKOUT/TAGOUT: VERIFY ALL SOURCES OF ELECTRICAL POWER TO AREA OF WORK ARE DISCONNECTED AND LOCKOUT/TAGOUT PROCEDURES ARE FOLLOWED PER OSHA REQUIREMENTS. 3. NOT IN CONTRACT AREAS: LOCATE, IDENTIFY, AND PROTECT ELECTRICAL SERVICES (E.G. POWER, CONTROL, COMMUNICATION, SECURITY, SIGNAL, LIFE SAFETY, AND FIRE ALARM) PASSING THROUGH DEMOLITION AREA AND SERVING OTHER AREAS OUTSIDE THE RENOVATION LIMITS. MAINTAIN SERVICES TO AREAS OUTSIDE DEMOLITION LIMITS. WHEN SERVICES MUST BE INTERRUPTED, INSTALL TEMPORARY SERVICE FOR AFFECTED AREAS. 4. CONTINUITY OF SERVICE: ANY CIRCUITS FEEDING THROUGH DEVICES OR EQUIPMENT BEING REMOVED, RELOCATED, REWORKED, OR ABANDONED AND SERVING OTHER ELECTRICAL DEVICES, AND/OR EQUIPMENT SHALL BE MAINTAINED BY REWORKING EXISTING WIRING TO RESTORE CONTINUITY OF THE INTERRUPTED CIRCUITS. 5. LIFE SAFETY: EXISTING EMERGENCY LIGHTING, EGRESS LIGHTING, AND FIRE ALARM SYSTEM AND NOTIFICATION APPLIANCES SHALL BE SALVAGED, MAINTAINED IN PROPER OPERATION, AND RECONFIGURED AS REQUIRED TO COMPLY WITH APPLICABLE CODES AND STANDARDS FOR EACH PHASE OF CONSTRUCTION. 6. CODE VIOLATIONS: NOTIFY ENGINEER UPON DISCOVERY OF ANY EXISTING CODE VIOLATIONS FOR CORRECTIVE ACTIONS. 7. EXISTING CIRCUITRY: THE CONTRACTOR MAY REUSE EXISTING CIRCUITRY AS FIELD CONDITIONS PERMIT AND WHERE DESIGN INTENT CAN BE MET. EC SHALL VERIFY THAT TOTAL NEW LOAD DOES NOT EXCEED 80% OF THE BREAKER CONTINUOUS CURRENT RATING. 8. COMPLETE REMOVAL: ELECTRICAL EQUIPMENT AND DEVICES SHALL BE REMOVED COMPLETE INCLUDING CONDUIT, WIRE, HANGERS, AND SUPPORTS BACK TO SOURCE. 9. PROTECTION BARRIERS: PROTECT ADJACENT MATERIALS INDICATED TO REMAIN. INSTALL AND MAINTAIN DUST AND NOISE BARRIERS TO KEEP DIRT, DUST, AND NOISE FROM BEING TRANSMITTED TO ADJACENT AREAS. REMOVE PROTECTION AND BARRIERS AFTER DEMOLITION IS COMPLETE. 10. SALVAGE FOR REUSE: EXISTING EQUIPMENT NOTED TO REMAIN OR BE RELOCATED SHALL BE SALVAGED, REPAIRED, AND CLEANED FOR FUTURE USE. REPLACE MISSING HARDWARE OR DAMAGED EQUIPMENT AS REQUIRED. 11, STORAGE: CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, PRESERVATION, STORAGE, AND PROTECTION OF ALL EQUIPMENT AND DEVICES DESIGNATED TO BE REMOVED AND REINSTALLED. EQUIPMENT SHALL BE STORED IN A MANNER TO AVOID DAMAGE UNTIL REINSTALLED. 12. OWNER RETENTION: THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT NOT INDICATED TO BE REUSED TO A DESIGNATED LOCATION AT THE PROJECT SITE. AFTER THE EQUIPMENT HAS BEEN ASSEMBLED FOR THE OWNER'S INSPECTION AND POSSIBLE RETENTION, ALL EQUIPMENT NOT TO BE RETAINED BY THE OWNER SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR. 13. PANELBOARD CIRCUIT DIRECTORY: ALL PANELBOARDS SHALL BE FURNISHED WITH REVISED TYPEWRITTEN CIRCUIT DIRECTORY CARDS WITH THE EQUIPMENT AND SPACE SERVED PROPERLY DESIGNATED. EXISTING EQUIPMENT SHALL BE RE -IDENTIFIED AS REQUIRED TO COORDINATE WITH PROPOSED DESIGN. 14. SPARED OUT CIRCUITS: BRANCH CIRCUIT BREAKERS MADE SPARE AS A RESULT OF DEMOLITION ACTIVITIES SHALL BE SWITCHED TO THE 'OFF' POSITION AND LABELED AS "SPARE". 15. RAISED CEILINGS: WHERE ARCHITECTURAL CEILINGS ARE TO BE RAISED, THE EC SHALL REWORK EXISTING OVERHEAD CONDUIT AND CONDUCTORS, IF ANY, TO ALLOW FOR THE CEILING TO BE RAISED. 16. HARD CEILINGS: WHERE NEW HARD CEILING IS TO BE INSTALLED, EC SHALL REWORK AND RELOCATE ALL JUNCTION BOXES OUT FROM ABOVE NEW HARD CEILING. NEW JUNCTION BOX LOCATIONS SHALL BE IN AN ACCESSIBLE AREA ABOVE CEILING. NEW WORK LEGEND: REFER TO PROPOSED PLANS FOR ADDITIONAL NOTES AND REQUIREMENTS. ALL DEVICES, FIXTURES, AND EQUIPMENT SHOWN ON THE PROPOSED ELECTRICAL PLAN IS NEW UNLESS NOTED OTHERWISE WITH THE BELOW DESIGNATIONS. (e) SUBSCRIPT DENOTES EXISTING TO REMAIN. MAINTAIN SERVICE VIA EXISTING CIRCUIT. (n) SUBSCRIPT DENOTES NEW. (r) SUBSCRIPT DENOTES EXISTING TO BE RELOCATED. MATCH EXISTING WIRING AND CONDUIT AND EXTEND TO PROPOSED LOCATION. WIRING DEVICES SHALL BE PROVIDED WITH NEW DEVICES AND COVER PLATES TO MATCH NEW WORK. LIGHT FIXTURES SHALL BE CLEANED AND RE-LAMPED. (er) SUBSCRIPT DENOTES EXISTING DEVICE/FIXTURE TO BE REPLACED IN SAME LOCATION AS EXISTING. RECONNECT NEW DEVICE/FIXTURE TO EXISTING CIRCUIT. WIRING DEVICES SHALL BE REPLACED WITH NEW DEVICES AND COVER PLATES TO MATCH NEW WORK. LIGHT FIXTURES SHALL BE REPLACED WITH NEW FIXTURES PER LIGHTING FIXTURE SCHEDULE. DARK LINES INDICATE NEW, EXISTING TO BE RELOCATED, OR EXISTING TO BE REPLACED. LIGHT LINES INDICATE EXISTING TO REMAIN. EXTERIOR LIGHTING FIXTURE SCHEDULE LIGHT FIXTURE LABEL DESCRIPTION MOUNTING VOLTS WATTS MFG. MODEL # J CANOPY LIGHT, LED CANOPY LIGHT CREE LIGHTING ZR22C-40L-40K-10V-FD SURFACE 120 32 NOTES: 1. REFER TO LIGHTING FIXTURE SPECIFICATIONS SHEET FOR FULL DETAILS AND DESCRIPTION. 2. COORDINATE MOUNTING OPTIONS WITH ARCHITECT PRIOR TO BID, 3. COORDINATE LIGHT FIXTURE COLOR AND HOUSING COLOR SELECTION WITH ARCHITECT PRIOR TO BID. NELSON Nelco Architecture, Inc. Florida Certificate of Authorization Number AA-26000525 201 E Kennedy Blvd. Suite 450 Tampa, FL 33602 Phone: 813-803-8707 Client Representative: Jones Lang LaSalle Lisa Drees Tel.: 813-624.4515 E-Mail: lisa.drees@am.jll.com Architect: NELSON Nelco Architecture Inc Contact: Nicole Arwood Tel.: 813-803-8713 E-mail: narwood@nelsonww.com Architect of Record: Peter Hauerstein Tel.: 813-803-8726 E-mail: phauerstein@nelsonww.com FL LICENSE NO: AR97797 MEP Engineer: Infinity Engineering Group, LLC Contact: Todd Stickler Ty Tel.: 813-326-8407 E-mail: todd@iegroup.net Project NO: 10-976.00 Certificate of Authorization: 27889 INFINITY F,NGINEE'RING GROUP, I_LC General Contractor: Spartan Contracting Company Contact: Kris Paterson Tel.: 813-818-0932 E-mail: kpaterson@spartancc.com BANK OFAMERICA��I,I ATM CAP ADD ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHRYHILLS, FL 33542 PROPERTY ID: FL2-019 NSRP VERSION: 3.0 BULLETIN: 02-2019 Description: No: Date: Issue for SD Review 08-02-2019 Issue for Permit 11-26-2019 ANDREW MOHR, P.E. FL REG. NO. 73077 i u 0 E C 0 9 2019 ; A110P. ELECTRICAL SITE PLAN Proj. No: 19.0002502.00 Reviewed By: NJ/DB Drawn By: SM Approved By: AM E01.01 r . 'f" " - + + + + + + + + + + «_ « + + + , ., l....=1 2. 7 2. 9 3. 1, .s 3 6 1. 4 1. 2 1 0 2. 8 2. 6 2. ?.. 9 L. 5 .2 -------=."( "- 2 T-�' 4.6 ",.0 3 3.4 9. 3.8 2.6 5.1 4.7 4.7 4.0 3. 2.7 2.2 .7 v •; :..2 2.9 3." 5.0 6.2 6.6 .2 5.3 10.6 13.1 11.9 7.1 I.6 6.4 6.6 5.9 4.5 3. 3.2 2.4 3. i 4.2 4.5 �. F,. % 7.2 8.3 11 .3 26�XY 3�1.7 ].5.5.4 8.1 6.Fi 5.7 5.1 5.0 .510M4 (e) (e) 4.0 5. 0 5.2 6. 0 7 .. ? , : 9 8 35.(0 ® 17.3 a + t + + + 9.0 *13.62c(e� 28.6 26.7 20.7 4 .., 97.9 4a II m+ CALCULATION SUMMARY AT 36" AFG LABEL CALCTYPE UNIT AVG MAX MIN AVG/MIN MAX/MIN NEW DRIVE -UP ATM (LANE 4) - 5FT COMPLIANCE ILLUMINANCE FC 25.33 30.2 21.0 1.21 1.44 SITE - 50FT COMPLIANCE ILLUMINANCE FC 9.61 36.7 23 4.18 15.96 KEYED NOTES: OATM FIVE FOOT COMPLIANCE AREA: A MINIMUM OF TEN (10) FOOT CANDLE POWER AT THE FACE OF THE ATM EXTENDING OUTWARD FIVE (5) FEET IN ALL UNOBSTRUCTED DIRECTIONS. O ATM FIFTY FOOT COMPLIANCE AREA: A MINIMUM OF TWO (2) FOOT CANDLE POWER EXTENDING OUTWARD IN ALL UNOBSTRUCTED DIRECTIONS FIFTY (50) FEET FROM THE FACE OF THE ATM. 1. REGULATED STATES: THE FOLLOWING STATES REGULATE THE MINIMUM LIGHT LEVELS IN THE VICINITY OF AN ATM, AFTER HOUR DEPOSITORY, AND 24-HOUR VESTIBULE: AI.-Fa,t l-,MA, CALIFORNIA, CONNECTICUT, DISTRICT OF COLUMBIA, FLORIDA, GEORGIA, ILLINOIS, KANSAS, KENTUCKY, LOUISIANA, MARYLAND, MASSACHUSETTS, MISSOURI, MONTANA, NEVADA, NEW HAMPSHIRE, NEW JERSEY, NEW YORK, OREGON, RHODE ISLAND, TEXAS, WASHINGTON. 2. LIGHTING CONTROLS: ALL NEW LIGHT FIXTURES SHALL BE INTEGRATED INTO EXISTING LIGHTING CONTROL SYSTEM FOR SIMULTANEOUS OPERATION. EXTERIOR LIGHTING SHALL BE IN SERVICE FROM DUSK -TO -DAWN. RECONFIGURE EXISTING LIGHTING CONTROLS AS REQUIRED. 3. ILLUMINATION REQUIREMENTS: ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED LIGHTING IN THE VICINITY OF AUTOMATIC TELLER MACHINES, AFTER -HOUR DEPOSITORIES AND 24-HOUR VESTIBULES COMPLY WITH BANK STANDARDS AND APPLICABLE FEDERAL, STATE, AND LOCAL CODES, RULES & REGULATIONS, ORDINANCES, AND STATUTES RELATED TO MINIMUM LIGHTING LEVELS FOR SAFETY. NOTIFY ENGINEER OF ANY DEFICIENCIES FOR CORRECTIVE ACTIONS. FOR REGULATED STATES, MINIMUM LIGHTING LEVELS SHALL MEET THE CRITERIA LISTED HEREIN: A. DRIVE -UP ATM OR NIGHT DEPOSITORY: A MINIMUM OF TEN (10) FOOT-CANDLE POWER AT THE FACE OF THE ATM OR AFTER -HOUR DEPOSITORY EXTENDING OUTWARD FIVE (5) FEET IN ALL UNOBSTRUCTED DIRECTIONS. A MINIMUM OF TWO (2) FOOT-CANDLE POWER EXTENDING OUTWARDS IN ALL UNOBSTRUCTED DIRECTIONS FIFTY (50) FEET FROM THE FACE OF THE ATM AND AFTER -HOUR DEPOSITORY. B. WALK-UP ATM OR NIGHT DEPOSITORY: A MINIMUM OF TEN (10) FOOT-CANDLE POWER AT THE FACE OF THE ATM OR AFTER -HOUR DEPOSITORY EXTENDING OUTWARD FIVE (5) FEET IN ALL UNOBSTRUCTED DIRECTIONS. A MINIMUM OF TWO (2) FOOT-CANDLE POWER WITHIN SIXTY (60) FEET OF THE ATM AND AFTER -HOUR DEPOSITORY. IN THE EVENT THE ATM OR AFTER -HOUR DEPOSITORY IS LOCATED WITHIN TEN (10) FEET OF THE CORNER OF THE BUILDING AND IS GENERALLY ACCESSIBLE FROM THE ADJACENT SIDE, THERE SHALL BE A MINIMUM OF TWO (2) FOOT-CANDLE POWER ALONG THE FIRST FORTY (40) UNOBSTRUCTED FEET OF THE ADJACENT SIDE OF THE BUILDING. C. 24-HR VESTIBULE: IF THE ATM OR AFTER -HOUR DEPOSITORY IS LOCATED INSIDE AN ACCESSIBLE VESTIBULE DURING ANY HOURS OF DARKNESS, A MINIMUM OF TEN (10) FOOT-CANDLE POWER AT THE FACE OF THE ATM OR AFTER -HOUR DEPOSITORY EXTENDING OUTWARD FIVE (5) FEET IN ALL UNOBSTRUCTED DIRECTIONS. THERE WILL BE A MINIMUM OF TWO (2) FOOT-CANDLE POWER AT THE INSIDE OF THE VESTIBULE ENTRY/EXIT DOOR(S). A MINIMUM OF TWO (2) FOOT-CANDLE POWER WITHIN SIXTY (60) FEET OF THE VESTIBULE ENTRY/EXIT DOOR. IN THE EVENT THE VESTIBULE ENTRY/EXIT DOOR IS LOCATED WITHIN TEN (10) FEET OF THE CORNER OF THE BUILDING AND IS GENERALLY ACCESSIBLE FROM THE ADJACENT SIDE, THERE SHALL BE A MINIMUM OF TWO (2) FOOT-CANDLE POWER ALONG THE FIRST FORTY (40) UNOBSTRUCTED FEET OF THE ADJACENT SIDE OF THE BUILDING. IN URBAN SETTINGS FOR WHICH THERE IS NO DEFINED BANK PARKING AND THE ONLY ACCESS AREA IS A PUBLIC SIDEWALK, A MINIMUM TWO (2) FOOT-CANDLE POWER SHALL BE FOR THE FIRST FIVE (5) UNOBSTRUCTED FEET FROM THE DOOR. THE MINIMUM FOOT-CANDLE READING WILL ALSO BE LIMITED TO BANK CONTROLLED PROPERTY LINES. D. ASSOCIATE ENTRANCE/EXIT: A MINIMUM OF TWO (2) FOOT-CANDLE POWER IN THE IMMEDIATE AREA OF THE DESIGNATED ASSOCIATE ENTRANCE/EXIT TO THE FACILITY. E. MEASURING PLANE: ALL LIGHTING MEASUREMENTS ARE TO BE TAKEN AT 36 INCHES ABOVE THE GROUND ON A HORIZONTAL PLANE, UNLESS OTHERWISE SPECIFIED BY STATE LAW OR REGULATION. F. OTHER STANDARDS: THE MINIMUM STANDARD SHALL APPLY UNLESS: (1) A GREATER STANDARD IS REQUIRED BY AN APPLICABLE LAW FOR A PARTICULAR FACILITY LOCATION; OR (II) UNLESS THE MINIMUM STANDARD WOULD VIOLATE LIGHTING RESTRICTIONS IN AN APPLICABLE LAW FOR A PARTICULAR FACILITY LOCATION. IN EITHER INSTANCE, THE MINIMUM STANDARD WOULD YIELD TO SUCH APPLICABLE LAW. SHEET NOTES: 1. PHOTOMETRIC VALUES ARE INTENDED FOR DESIGN AND EVALUATION PURPOSES ONLY. THE POINT -BY -POINT SHOWN ON THIS SHEET IS BASED ON A COMPUTER LIGHTING PROGRAM WITH APPROXIMATED PARAMETERS. PHOTOMETRIC VALUES MAY VARY FROM ACTUAL FIELD READINGS. 2. SITE LIGHTING HAS BEEN DESIGNED IN ACCORDANCE WITH BANK CRITERIA. EXISTING FIXTURE SHOWN AS EXISTING TO REMAIN (e) AND FIXTURE SHOWN AS EXISTING TO BE REPLACED (er) SHALL BE VERIFIED FOR DUSK -TO -DAWN CONTROL, PROVIDE DUSK -TO -DAWN CONTROL IF FOUND OTHERWISE. 11CL3U1N Nelco Architecture, Inc. Florida Certificate of Authorization Number AA-26000525 201 E Kennedy Blvd. Suite 450 Tampa, FL 33602 Phone: 813-803-8707 Client Representative: Jones Lang LaSalle Lisa Drees Tel.: 813-624.4515 E-Mail: lisa.drees@am.jll.com Architect: NELSON Nelco Architecture Inc Contact: Nicole Arwood Tel.: 813-803-8713 E-mail: narwood@nelsonww.com Architect of Record: Peter Hauerstein Tel.: 813-803-8726 E-mail: phauerstein@nelsonww.com FL LICENSE NO: AR97797 MEP Engineer: Infinity Engineering Group, LLC Contact: Todd Stickler Ty Tel.: 813-326-8407 E-mail: todd@iegroup.net Project NO: 10-976.00 Certificate of Authorization: 27889 INFINITY FMANI.t:xnvc caoU K LIA, General Contractor: Spartan Contracting Company Contact: Kris Paterson Tel.: 813-818-0932 E-mail: kpaterson@spartancc.com BANK OFAMERICA�® ATM CAP ADD ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHRYHILLS, FL 33542 PROPERTY ID: FL2-019 NSRP VERSION: 3.0 BULLETIN: 02-2019 Description: No: Date: Issue for SD Review Issue for Permit 08-02-2019 11-26-2019 ANDREW MOHR, P,E. 'f.'aL- FI RF(, non •7'2n77 DEC 0 9 2019 PHOTOMETRIC PLAN Proj. No: 19.0002502.00 Reviewed By: NJ/DB Drawn By: SM Approved By: AM E01v02 1-1 I ITII ITV f`PIAADAAIV Oni C .Anl IAI"MM TOAAI0C^0RACO 'r^ DC11AAIKI FOUND OTHERWISE. EXISTING ELECTRICAL RISER DIAGRAM SCALE N.T.S. KEYED NOTES: O VERIFY RISER: EC SHALL VERIFY EXISTING CONDITIONS, EXISTING RISER DIAGRAM, EQUIPMENT RATINGS, AND FEEDER SIZES PRIOR TO START OF CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES, OEXISTING PANEL: EXISTING PANEL TO REMAIN. PROVIDE NEW TYPEWRITTEN CIRCUIT DIRECTORY. NEW CIRCUIT BREAKERS SHALL MATCH EXISTING TYPE AND AIC RATING. NEW DRIVE -UP ATM 1-PHASE VOLTAGE DROP CALCULATION VDLL = 2 x x L x A I I sets 2.75% %VD = Percent voltage drop (°%) 120 VLL = System Voltage (line -to -line) (V) 3.3 VDLL = Voltage drop (line -to -line) (AV) 1 Ilsets = Number of Parallel Sets 1.100 CYL = Effective Impedance (Ze) per unit of length (kft) 100 L = One way length of circuit (it) 15 A = Load Current (A) #10, CU Conductor size (AWG or kcmil) PVC Conduit type 0.85 Power Factor Notes: 1.) Effective impedance based on values from NEC Ch. 9, Table 9. D �� a< aE., 209YA20V, 313K 41A _ r .. - VOLNTs m -. rr r. I r rI I . : 1 ;A I iK#7- 7„r. r, �mg 111122 SEA+ ,r c s ME ULM WATER HEATER ffM ■I WEEMEME1111501111 1111111101111111 11111111011111111 MUM - mum - - -0_ELM E= _..._�._ IRA 01. It nit -�• � a.- �� � R r;. r EXISTING PANELBOARD B (ISTMO) xAWS:125A 4 SGT ' O TSJP'K4S1E.268V12DV, 3144,4W ,T 1 EXISTMIG ExIS tNG EMCL S : NEMA I rl r rlc- �, �ra�',!}a�rarr�i�.;i':;+�rr��orwl�i•�:�;$��:+a:��T_a4f�T ;�,�t;,L��A„� ���>�If'!',:��ir,:�ti�T��:i�����r+�:��si��r�r�.r��C��;�-�+���tfrlrl�;� r"=�,^�r�-: P�-. �_ 393 10 llm- ,_ (*) EC SHALL VERIFY EXISTING BRANCH CIRCUIT WILL BE REMOVED AS PART OF THE DEMOLITION SCOPE OF THIS PROJECT. IF BEING REMOVED, EXISTING BRANCH CIRCUIT BREAKER SHALL BE SWITCHED TO THE "OFF" POSITION AND THE CIRCUIT DIRECTORY SHALL BE UPDATED WITH A NEW TYPE -FACED CIRCUIT DIRECTORY. EXISTING ELECTRICAL SERVICE: RISER DIAGRAM AND PANEL SCHEDULES ARE BASED ON THE BEST INFORMATION AVAILABLE. THE ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL EXISTING EQUIPMENT TO REMAIN IS IN GOOD WORKING CONDITION AND HAS ADEQUATE LOAD CAPACITY AND PHYSICAL SPACES/SPARES TO ACCOMMODATE THE NEW LOADS. ALL EQUIPMENTS SHALL BE INSPECTED PRIOR TO BID AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY. ELECTRICAL RISER DIAGRAM LEGEND: REFER TO ELECTRICAL RISER DIAGRAM FOR ADDITIONAL NOTES AND REQUIREMENTS. (d) SUBSCRIPT DENOTES EXISTING TO BE REMOVED. (e) SUBSCRIPT DENOTES EXISTING TO REMAIN. (n) SUBSCRIPT DENOTES NEW. (r) SUBSCRIPT DENOTES EXISTING TO BE RELOCATED. — — — — DASHED LINES INDICATE EXISTING TO BE REMOVED OR EXISTING TO BE RELOCATED. LIGHT LINES INDICATE EXISTING TO REMAIN. DARK LINES INDICATE NEW. PANELBOARD NOTES: 1. ALL BUSING SHALL BE COPPER. 2. BOLT -ON BREAKERS ONLY. 3. PROVIDE TYPEWRITTEN CIRCUIT DIRECTORY CARD, 4. ALL PANELBOARDS SHALL BE SUPPLIED FROM THE SAME MANUFACTURER. 5. IN EXISTING INSTALLATIONS, NEW CIRCUIT BREAKERS SHALL MATCH EXISTING IN TYPE AND AIC RATING, UNO. 6. CIRCUIT BREAKER TYPE ABBREVIATIONS ARE AS FOLLOWS: AFCI ARC -FAULT CIRCUIT INTERRUPTER F RED MARKING & "FIRE ALARM CIRCUIT' GFCI GROUND -FAULT CIRCUIT INTERRUPTER GFPE 30 mA EQUIPMENT GROUND FAULT PROTECTION HT2 HANDLE TIE FOR SHARED NEUTRAL CIRCUIT (2 POLE) HT3 HANDLE TIE FOR SHARED NEUTRAL CIRCUIT (3 POLE) UON LOCKABLE "LOCK ON" HANDLE HARDWARE UOFF "LOCK OFF" TAN TANDEM SHNT SHUNT TRIP SWD SWITCH DUTY RATED SWN SWITCHED NEUTRAL ETR EXISTING TO REMAIN FW FACTORY WIRED HOOD CIRCUIT CONTROLLED BY HOOD FIRE SUPPRESSION SYSTEM NEW NEW TO MATCH EXISTING REM REMOVE EXISTING AND PROVIDE NEW T/C CIRCUIT THRU TIME CLOCK PHO CIRCUIT THRU PHOTOCELL LCP CIRCUIT THRU LIGHTING CONTROL PANEL L/C CIRCUIT THRU LIGHTING CONTACTOR ELECTRICAL LOAD ANALYSIS LOADS TO BE REMOVED LOAD (VA) Q�A TY TOTAL - DRIVE -UP VAT 1500 2 3000 VA - DRIVE THRU LANE SIGN 25 2 50 VA LOAD TO BE REMOVED 3050 VA LOADS TO BE ADDED LOAD (VA) QUAN TITY TOTAL - CANOPY LIGHT "J" 32 2 64 VA - DRIVE -UP ATM 1800 1 1800 VA - DRIVE -UP ATM TOPPER 300 1 1 300 VA LOAD TO BE ADDED 2164 VA NET CHANGE IN LOAD DUE TO RENOVATION WORK: TOTAL LOAD -886 VA (DECREASE IN LOAD) AT 120/208V, 3-PH, 4W: -2 5 A TOTAL LOAD WAS DECREASED NOTES: - ELECTRICAL CONTRACTOR SHALL VERIFY CAPACITY OF EXISTING ELECTRICAL SERVICE AND CONTACT ENGINEER OF RECORD IN CASE OF ANY DISCREPANCIES. NELSON Nelco Architecture, Inc. Florida Certificate of Authorization Number AA-26000525 201 E Kennedy Blvd. Suite 450 Tampa, FL 33602 Phone: 813-803-8707 Client Representative: Jones Lang LaSalle Lisa Drees Tel.: 813-624.4515 E-Mail: lisa.drees@am.jll.com Architect: NELUM Nelco Architecture Inc Contact: Nicole Arwood Tel.: 813-803-8713 E-mail: narwood@nelsonww.com Architect of Record: Peter Hauerstein Tel.: 813-803-8726 E-mail: phauerstein@nelsonww.com FL LICENSE NO: AR97797 MEP Engineer: Infinity Engineering Group, LLC Contact: Todd SticklerTy Tel.: 813-326-8407 E-mail: todd@iegroup.net Project NO: 10-976.00 Certificate of Authorization: 27889 WHIN►rX r~.Nc,r 'FERINc .ROIIP, LLC General Contractor: Spartan Contracting Company Contact: Kris Paterson Tel.: 813-818-0932 E-mail: kpaterson@spartancc.com ot BANK OFAMERICAl,�'''` ATM CAP ADD ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHRYHILLS, FL 33542 PROPERTY ID: FL2-019 NSRP VERSION: 3.0 BULLETIN: 02-2019 Description: No: Date: Issue for SD Review 08-02-2019 Issue for Permit 11-26-2019 ANDREW MOHR, P.E. SA` FL REG. NO. 73077 _Lr ',- DEC 09 1U19 CITY STA;tv?I�: ELECTRICAL RISER DIAGRAM AND PANEL SCHEDULES Proj. No: 19.0002502.00 Reviewed By: N]/DB Drawn By: SM Approved By: AM EXISTING PANELBOARD rrBSCALErr N.T.S. 2 E0101 NELSON TO ELECTRICAL PANELS: ROUTE CONDUITS FOR ATM POWER AND TOPPER LIGHTING TO ELECTRICAL PANELS. REFER TO PLAN DRAWINGS FOR CIRCUIT NUMBERS AND PANEL SCHEDULE FOR CONDUIT AND WIRE SIZES. DRIVE UP ATM MEDIAN BOLLARDS FOR VEHICULAR PROTECTION BY GC. REFER TO ARCHITECTURAL PLANS. (TYP OF 4) TO NER ROOM: PROVIDE THREE (3) 2" CONDUITS WITH PULL STRING FROM DRIVE -UP ATM TO TELEPHONE EQUIPMENT BACKBOARD LOCATED IN THE NER ROOM FOR LOW VOLTAGE CABLING (DATA, ALARM, CAMERA). COORDINATE EXACT LOCATION PRIOR TO START OF WORK. PIT FOR ANTI -THEFT BOLLARDS INSTALLED BY GC UPON INSTALLATION OF ATM. REFER TO ARCHITECTURAL PLANS. (TYP OF 3) PROVIDE DEDICATED 30 AMP IG CIRCUIT AT EACH DRIVE UP FOR ATM POWER. PROVIDE DEDICATED 20 AMP CIRCUIT AT EACH DRIVE UP FOR TOPPER LIGHTING. DRIVE UP ATM ACCESS PIT FOR CONDUIT STUB -UPS. 9 'A] FRONT OF DRIVE -UP AUTOMATED TELLER MACHINE PROVIDE 2" BELL ENDS FOR LV CONDUITS (TYP) TURN UP CONDUITS IN PIT. COORDINATE WITH GC. irrr n:�r rwilw w ATM TOPPER JUNCTION BOX TRANSITION ATM TOPPER BRANCH CIRCUIT TO FLEXIBLE NON-METALLIC CONDUIT (LFNC) AT ATM PIT AND EXTEND TO ATM TOPPER JUNCTION BOX. MAKE ALL FINAL CONNECTIONS. ATM POWER JUNCTION BOX TRANSITION ATM BRANCH CIRCUIT TO FLEXIBLE NON-METALLIC CONDUIT (LFNC) AT ATM PIT AND EXTEND TO ATM JUNCTION BOX. MAKE ALL FINAL CONNECTIONS. z � HOMERUNS TO ELECTRICAL 4 PANELS FOR (1) DEDICATED 30A IG N CIRCUIT FOR ATM AND (1) 20 AMP =--Z CIRCUIT FOR ATM TOPPER. PLAN VIEW ELEVATION DATA/ALARM/CAMERA CONDUITS (3) 2" C. FROM DU ATM TO NER DRIVE -UP ATM DETAIL SCALEN.T.S. 1 Nelco Architecture, Inc. Florida Certificate of Authorization Number AA-26000525 201 E Kennedy Blvd. Suite 450 Tampa, FL 33602 Phone: 813-803-8707 Client Representative: Jones Lang LaSalle Lisa Drees Tel.: 813-624.4515 E-Mail: lisa.drees@am.jll.com Architect: N9I.i Nelco Architecture Inc Contact: Nicole Arwood Tel.: 813-803-8713 E-mail: narwood@nelsonww.com Architect of Record: Peter Hauerstein Tel.: 813-803-8726 E-mail: phauerstein@nelsonww.com FL LICENSE NO: AR97797 MEP Engineer: Infinity Engineering Group, LLC Contact: Todd Stickler Ty Tel.: 813-326-8407 E-mail: todd@iegroup.net Project NO: 10-976.00 Certificate of Authorization: 27889 INFINITY ENGINEERING Group, r_LC. General Contractor: Spartan Contracting Company Contact: Kris Paterson Tel.: 813-818-0932 E-mail: kptterson@spartancc.com BANK OFAMERICA��,�''* ATM CAP ADD ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHRYHILLS, FL 33542 PROPERTY ID: FL2-019 NSRP VERSION: 3.0 BULLETIN: 02-2019 Description: No: Date: Issue for SD Review 08-02-2019 Issue for Permit 11-26-2019 ANDREW MOHR, P.E. 7 SEAL: D F C n 9 2019 CITY STAMP! ELECTRICAL DETAILS Proj. No: 19.0002502.00 Reviewed By: N)/DB Drawn By: SM Approved By: AM E02 m 02 ELECTRICAL SPECIFICATIONS t4ELSON r 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 this specification 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 Architect/Engineer. All changes required in the work of the Contractor, caused by his neglect to do so, shall be made by him at his own expense. 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. 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 Architect/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. B. Furnish and set all sleeves for passage of raceways through structural, masonry and concrete walls of floors and elsewhere as 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. Manufacturers 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 dimensions relating to operation of apparatus in coordination with the rest of the system, or to properly fitting it into available 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. Provide one copy of such instructions 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 Architect/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/Engineer 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 deadweight. 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. Nelco Architecture, Inc. Florida Certificate of Authorization Number AA-26000525 201 E Kennedy Blvd. Suite 450 Tampa, FL 33602 Phone: 813-803-8707 Client Representative: ]ones Lang LaSalle Lisa Drees Tel.: 813-624.4515 E-Mail: lisa.drees@am.jll.com Architect: NELMIN Nelco Architecture Inc Contact: Nicole Arwood Tel.: 813-803-8713 E-mail: narwood@nelsonww.com Architect of Record: Peter Hauerstein Tel.: 813-803-8726 E-mail: phauerstein@nelsonww.com FL LICENSE NO: AR97797 MEP Engineer: Infinity Engineering Group, LLC Contact: Todd Stickler Ty Tel.: 813-326-8407 E-mail: todd@legroup.net Project NO: 10-976.00 Certificate of Authorization: 27889 1NFINM FNGINFFRINc General Contractor: Spartan Contracting Company Contact: Kris Paterson Tel.: 813-818-0932 E-mail: kpaterson@spartancc.com Zt BANK OFAMERICA41�� ATM CAP ADD ZEPHYRHILLS 5632 GALL BOULEVARD ZEPHRYHILLS, FL 33542 PROPERTY ID: FL2-019 NSRP VERSION: 3.0 BULLETIN: 02-2019 Description: No: Date: Issue for SD Review 08-02-2019 Issue for Permit 11-26-2019 ANDREW MOHR, P.E. SEAL FL REG. NO. 73077 , ' DEC 0 9 2019 CITY STAMP ELECTRICAL SPECIFICATIONS Proj. No: 19.0002502.00 Reviewed By: N]/DB Drawn By: SM Approved By: AM E0101 Li Y 0