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NELSON <br />Nelco Architecture, Inc. <br />Florida Certificate of Authorization <br />Number AA-26000525 <br />201 E Kennedy Blvd. <br />Suite 450 <br />Tampa, FL 33602 <br />Phone: 813-803-8707 <br />Client Representative: <br />- - - - Jones Lang LaSalle <br />Lisa Drees <br />Tel.: 813-624.4515 <br />E-Mail: lisa.drees@am.jll.com <br />­4� <br />MONSOON ID <br />M : <br />1 <br />0 _4.1 <br />^ ✓' C� `= <br />_° 37-10" <br />0o <br />IV <br />35'-4" - - TYR �18� TYR <br />- — -- ,! - - <br />6 Y 11 (17� C21) <br />, <br />(5� ` <br />C16) <br />8 1 <br />) <br />' �19X20) <br />19'-1" 8'-6" 1T-101/2 °o <br />--4� (21);- - — ----- �21�\ <br />o__.._. ,r -.••� _ <br />o „0 <br />M i,ii.i i.) r <br />y O O _%• ..., n d i O o 7 <br />W I <br />M ' <br />3 • <br />14 <br />' I ( I <br />CID bo <br />�08.1?� `1) �15� <br />19 -1 8 -6 17 -11 32'-9" <br />, I <br />'IN_____ <br />in <br />911 <br />� ;I <br />it •—-• <br />J <br />� .� 1 _ <br />�) I. I <br />I <br />t �! 8 ! <br />E, Ln <br />rn <br />00 ! 00 <br />. �-_'---...._._.W: ...._ :_._—.. = ..:-:-:., _ •., _.. is _ _.. <br />1 <br />1 <br />f DEMOLITION PLAN 01 CONSTRUCTION PLAN 02 <br />KEY NOTES GRAPHIC SYMBOLS SHEET NOTES <br />Architect: <br />NELSON <br />Nelco Architecture Inc <br />Contact: Nicole Arwood <br />Tel.: 813-803-8713 <br />E-mail: narwood@nelsonww.com <br />Architect of Record: Peter Hauerstein <br />Tel.: 813-803-8726 <br />E-mail: phauerstein@nelsonww.com <br />FL LICENSE NO: AR97797 <br />MEP Engineer: <br />Infinity Engineering Group, LLC <br />Contact: Todd Stickler <br />Tel.: 813-326-8407 <br />E-mail: todd@iegroup.net <br />General Contractor: <br />Spartan Contracting Company <br />Contact: Kris Paterson <br />Tel.: 813-818-0932 <br />E-mail: kpaterson@spartancc.com <br />Vt <br />BANK 0FAMERICA*4V* <br />ATM CAP ADD <br />ZEPHYRHILLS <br />5632 GALL BOULEVARD <br />ZEPHRYHILLS, FL 33542 <br />PROPERTY ID: <br />FL2-019 <br />NSRP VERSION: <br />3.0 <br />BULLETIN: <br />02-2019 <br />Description: <br />No: Date: <br />Issue for SD Review <br />Issue for Permit <br />08-02-2019 <br />12-06-2019 <br />1 <br />EXISTING DRIVE-THRU LANE STRIPING TO BE "BLACKED OUT' BY SEAL <br />�15 <br />�._.� <br />NEW DIEBOLD 7790 DU ATM WITH FRAME-R-TOP-D7790 AND REQUIRED <br />A. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN <br />I. GENERAL CONTRACTOR SHALL PERFORM ALL CUTTING, FITTINGS <br />5) FURNISH AND INSTALL THREE PITS IN THE CONCRETE ISLAND <br />COATING EXISTING ASPHALT PAVEMENT AS INDICATED. <br />BOLLARDS, SEE 7/A08.12. <br />EXISTING TO REMAIN <br />ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL <br />AND PATCHING REQUIRED TO RECEIVE THE WORK OF ALL TRADES <br />LOCATED AS PER THE ARCHITECT'S DRAWING. <br />a <br />MANUFACTURER:SEALMASTER PAVEMENT PRODUCTS &EQUIPMENT <br />SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN <br />AS INDICATED OR IMPLIED ON THE DRAWINGS OR NOTES. WORK <br />PRODUCT: SEALMASTER POLYMER MODIFIED COAL TAR SEALER (PWCTS) <br />(16) <br />FURNISH AND INSTALL NEW BANK STANDARD ATM SIGNAGE. <br />_ _ _ = EXISTING TO BE DEMOLISHED <br />ACCORDANCE W/ THE CONTRACT DRAWINGS. <br />SHALL BE KEPT TO AN ABSOLUTE MINIMUM AND SHALL DONE <br />ATM INSTALLER <br />a� <br />APPLICATION RATE OF MIXED PWCTS: 1 GALLON PER 70 SF. <br />B. PRIOR TO DEMOLITION WORK, REVIEW ALL DRAWINGS W/ <br />NEATLY AND WITHOUT DISTURBANCE TO ADJACENT WORK TO <br />1) DELIVER AND INSTALL THE ATM PROVIDED BY BANK OF <br />cn <br />- <br />OWNER'S REPRESENTATIVE REGARDING DEMOLITION OR <br />REMAIN. <br />AMERICA AND INSTALLED AS PER MANUFACTURERS <br />SAND MIX: 40-70 MESH AFS / 400 LBS PER 100 GALLONS OF PWCTS <br />(17) <br />PAINT FACE AND TOP 6" OF ISLAND CURB RADIUS SAFETY YELLOW. PROVIDE <br />INDICATES AREAS NOT IN SCOPE <br />PRESERVATION OF ANY CRITICAL SYSTEMS AND HOW TO HANDLE <br />J. WHERE A CHANGE OF PLANE OF 1/4" OR MORE OCCURS, SUBMIT <br />SPECIFICATIONS. <br />CONCENTRATE. <br />2 COATS WITH 24-HOUR SEPARATION BETWEEN COATS. TYPICAL OF ALL <br />THESE DURING THE DEMOLITION PERIOD. <br />NOTIFICATION OF THE INSTANCE AND RECOMMENDATION FOR <br />2) DELIVER AND INSTALL THE ATM SIGNAGE AND ACCESSORIES <br />ISLANDS. <br />C. GENERAL CONTRACTOR SHALL PROTECT AND MAINTAIN <br />PROVIDING A CORRECTION AND SMOOTH TRANSITION, TO THE <br />PROVIDED BY BANK OF AMERICA AND INSTALL AS PER SIGNAGE <br />2 <br />i <br />EXISTING CONCRETE ISLAND BOLLARDS VAT TUBE AND MARKETING <br />� � <br />i i i i 'I CONCRETE ISLAND/PORTION OF ISLAND <br />OPERATION OF ALL FIRE PROTECTION SYSTEMS AND DEVICES, <br />NE FOR REVIEW. <br />MANUFACTURERS SPECIFICATIONS. <br />�� <br />DISPLAY TO BE REMOVED AS INDICATED. <br />...� <br />(18 ll <br />PAINT FACE OF ISLAND CURB AND LANE 1 CURB BLACK. PROVIDE 2 COATS <br />i i i i AND SIDEWALK TO DEMOLISHED <br />�' <br />INCLUDING BUT NOT LIMITED TO SMOKE DETECTION DEVICES, <br />3 FURNISH AND INSTALL THREE 6 DIA. SCHEDULE 40 <br />) <br />CONCRETE -FILLED PAINTED STEEL PIPE BOLLARDS PLACED T-0" <br />st `'L <br />f <br />�31 <br />` -/ <br />WITH 24-HOUR SEPARATION BETWEEN COATS. TYPICAL OF ALL ISLANDS. <br />' ' -'-1-� <br />SPEAKERS AND FIRE ALARM BOXES. ALL DEVICES DAMAGED <br />DURING DEMOLITION SHALL BE IMMEDIATELY REPAIRED TO <br />IN THE CONCRETE ATM ISLAND AND 4'-0" ABOVE THE TOP OF <br />-1 <br />PORTION OF EXISTING CONCRETE ISLAND TO BE REMOVED FOR NEW <br />PORTION OF CONCRETE DRIVE/ <br />OPERATIONAL STATUS. ALL REPAIRS SHALL BE IN COMPLIANCE <br />THE CONCRETE SURFACE. <br />F <br />® LO <br />CONCRETE ISLAND. <br />19 <br />NEW CANOPY DOWNLIGHTS, SEE ELECTRICAL SHEETS FOR ADDITIONAL <br />PAVEMENT TO BE REMOVED <br />W/ ALL APPLICABLE CODES. <br />4) SEE BOLLARD SCHEDULE ON A08.12 FOR PLACEMENT. <br />��!.•• •. �'�, . <br />t� ' °'•� <br />-� <br />INFORMATION. <br />D. PATCH AND REPAIR: EXISTING CONSTRUCTION WHERE AFFECTED <br />BANK OF AMERICA DRIVE -UP ISLAND ATM SITE PREPARATION GUIDE <br />5) FURNISH AND INSTALL THREE BOA SPECIFIED GREY <br />$ <br />EXISTING DRIVE-THRU LANE LIGHT TO BE REMOVED, CAP ELECTRICAL. <br />BY DEMOLITION WORK SHALL BE PROPERLY RESTORED, ALIGNED <br />PROJECT ATM SITE PREPARATION RESPONSIBILITIES: <br />POLYMER BOLLARD COVERS WITH RED STRIPES OVER <br />HAUE <br />PATCH AND REPAIR CANOPY FACE, MATCH EXISTING ADJACENT. <br />20 <br />Q <br />REPLACE EXTERIOR CANOPY ACT FROM VAT REMOVAL, MATCH EXISTING <br />INDICATES DIRECTION OF TRAVEL <br />AND REPAIRED SO AS TO LEAVE NO EVIDENCE OF DEMOLITION <br />OR REMODELING WORK. AREAS OUTSIDE OF THE CONTRACT <br />BANK OF AMERICA <br />1) DESIGNATE THE MANUFACTURER AND MODEL OF ATM TO BE <br />THE STEEL BOLLARDS. SEE DETAILS ON A08.12 <br />• <br />I <br />ADJACENT. <br />LIMITS AFFECTED BY DEMOLITION AND NEW CONSTRUCTION TO <br />USED AT THE SITE. <br />AR97797 <br />0 <br />u, <br />(51 <br />`.- --! <br />EXISTING 'TRUCKS &VANS" SIGNAGE TO BE REMOVED AS INDICATED <br />NEW CONSTRUCTION <br />BE REPAIRED SO AS TO LEAVE NO EVIDENCE OF THE WORK. <br />2) FURNISH THE ATM TO THE ATM INSTALLER FOR INSTALLATION. <br />'•^' <br />ca <br />EXISTING CLEARANCE SIGNAGE TO REMAIN. PATCH AND REPAIR CANOPY <br />( 21 <br />INFILL CONCRETE DRIVE/PAVEMENT, MATCH EXISTING ADJACENT.` <br />REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED <br />3) FURNISH ANY ADDITIONAL ATM SIGNAGE OR ACCESSORIES TO <br />. • • <br />, <br />FACE, MATCH EXISTING ADJACENT. <br />HEREIN. <br />THE ATM INSTALLER FOR INSTALLATION. <br />• • _ • <br />_�,•_ r� .. . <br />�+ <br />NEW CONCRETE AT NEW CONCRETE <br />E. GENERAL CONTRACTOR SHALL ENSURE THAT DEMOLITION IS <br />(6_) <br />DRIVE -UP TELLER SERVICES SIGNAGE TO BE REMOVED AS INDICATED. PATCH <br />ISLAND/DRIVE ISLES <br />COORDINATED WITH NEW WORK, ALL DOCUMENTATION AND <br />CONTRACTOR <br />TRADES. <br />1) CONSTRUCT THE CONCRETE ISLAND AT THE ATM AS PER THE <br />AND REPAIR CANOPY FACE, MATCH EXISTING ADJACENT. <br />-__ <br />F. GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND <br />ARCHITECTS DRAWING. <br />cj, v 8T,)A1P <br />NEW INFILL CONCRETE PAVEMENT <br />MATERIALS/ EQUIPMENT AS REQUIRED TO COMPLETE <br />2) FURNISH AND INSTALL ELECTRICAL POWER AND LOW VOLTAGE <br />C 7 > <br />PORTION OF EXISTING CONCRETE DRIVE/PAVEMENT TO BE SAW CUT AND <br />p <br />DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED WITHIN <br />CONDUITS AS PER THE ATM MANUFACTURER'S SPECIFICATIONS <br />REMOVED, AS INDICATED. <br />THESE (NELSON) DRAWINGS, OR AS OTHERWISE DIRECTED BY <br />TO THE RECESSED UTILITY PIT IN THE CONCRETE ISLAND. <br />OWNER'S REPRESENTATIVE. ONLY WORKMEN SKILLED AND <br />CONNECT POWER TO ATM ONCE INSTALLED. <br />KNOWLEDGEABLE IN THEIR RESPECTIVE TRADES SHALL BE <br />3) FURNISH AND INSTALL FOUR 4"DIA CONCRETE FILLED PAINTED <br />0 <br />8 <br />�- <br />EXISTING DRIVE-THRU LANE LIGHT TO REMAIN. <br />EMPLOYED IN THE DEMOLITION OF ANY WORK. <br />STEEL PIPE TRAFFIC BOLLARDS PLACED IN CONCRETE ATM <br />.� <br />G. DEMOLITION & WASTE DISPOSAL SHALL BE IN ACCORDANCE <br />ISLAND AT A HEIGHT OF 4'-0" ABOVE THE TOP OF THE CONCRETE <br />(9) <br />EXISTING TELLER SERVICES SIGNAGE TO REMAIN. <br />WITH LOCAL CITY ORDINANCES. <br />SURFACE. <br />E <br />H. THE GENERAL CONTRACTOR SHALL MAINTAIN THE PREMISES <br />4) FURNISH AND INSTALL FOUR 41 BOA SPEC GRAY POLYMER <br />CLEAN AND FREE OF RUBBISH DURING DEMOLITION. <br />COVERS OVER THE 41 PAINTED STEEL PIPE TRAFFIC <br />(10 ) <br />EXISTING ATM SIGNAGE TO REMAIN. <br />COORDINATE RUBBISH AND DEBRIS REMOVAL WITH THE <br />BOLLARDS. <br />DEMOLITION AND CONSTRUCTION <br />g <br />BUILDING MANAGEMENT. <br />PLANS <br />a <br />11 <br />EXISTING CLEARANCE SIGNAGE TO REMAIN. <br />(12) <br />FURNISH AND INSTALL NEW 6" CONCRETE ISLAND, AS INDICATED. <br />rn <br />- <br />Proj. No: 19.0002502.00 Reviewed By: NA <br />,� <br />N <br />i13) <br />FURNISH AND INSTALL NEW 4" CONCRETE ISLAND PAD, AS INDICATED. <br />0 4'-0" 8'-0" 16'4" <br />Drawn By: SU Approved By: PH <br />N <br />�,6 <br />f0 <br />o <br />14 <br />FURNISH AND INSTALL NEW 5 J" CONCRETE ISLAND ADDITION AS INDICATED, <br />HEIGHT TO MATCH EXISTING CONCRETE ISLAND. <br />SCALE: 1,8" =1,_0„ <br />A01 <br />0 <br />.ol <br />a <br />U:\Proj\Bank <br />of America\FL\19.0002502.000-BofA ATM - Zephyrhills\DRAWINGS\A-I\4_PERMIT\A01.01 <br />Demolition and Construction <br />Plans.dwg, 12/4/2019 11:47:49 AM, DWG To PDF.pc3 <br />