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CC-09-1986_Plans P 6700 LAKEVIEW C NT R Iv r TAMPA, FL 33619 0mft6 13® 12 -6233 r PH: CONTACT: ALBERT ANDE 94 No rtheast Av enue M iami Sho r es, FL 33138 ..... ARCHITECTURAL DESIGN --------- . .. .. . ............... ........... FLA0059 N_E. 95th STREET IY i COLLABORATIVE .................... 151 SE AVE. U IT 200 S 89'4957" E 1 30_00' (M) 4 S 89'49'57 E 100.0 ' (M) P E R, nvA I 7 � - - - - - - - - CORAL GABLES, FLORIDA 33134 Jq �o1 _______________ ___ PH 305 44 2 1133 I I CONTAC Andres Rodr I I � I = l 10 CQMF�t_IANCE VVi i N ALL FE DE,�AL I I STATE AND COU1 I � ; EGULATIONS EXISTING BANK OF AMERICA j C A I BUILDING A A K M A b R ' v U N U & TO M' S 1011%, -aft- a 1 09% L 1,00N, P& I law&. ow OEERS N UUNbULTI E I IN U IN Ci N to � ZVI � v Z N I 1 N w O O � N � � � �4 4 I -- 4 _ " _ 7990 117TH AVENU d , 7 - r - ---r N U IT , 1 40 N N o o~ _ P o — I — MI IUI I, FL 33183-5101 v a s O 4 1 PH: 305 593 4030 � �o I w f o - I I CONTACT: Tomas C. Armstron . _ I i I I , 0 LOCATION OF PROPOSED ATM MACHINE, E5 � {I; E SHEET A -2 FOR DETAILS. Z I I I V) 1 1 I o I ,y I � N89 °50 r 20 n W 130.00 (M) N 89'50 W 100.00 (M) __. _.__._.--- ......w ._ . ....................... N.E. 94th STREET `- t. .................. .......................... _.... _...........v.._._.___.___._.._ .................... ............................_ -.,__. .._.._.._.. ......... , � } x " kil t ;# E XISTI NG SITE N SC ' N... E3an of m rica T \A FOR REFERENCE ONLY ® '— LOCATION MAP N S CALE: 1 /32 " 1 #08042 BOA MIAMI SHORES WALK -UP ATM ___- - _ CONDITIONS GENERAL NOTES (CONY.) CONSTRUCTION PLAN NOTES(CONT} REFLECTED GELLING AND MECH. ELECTRICAL PLAN NOTES CONY. FINISH PLAN NOTES GENERAL DEMOLITION NOTES: GENERAL NOTES SYSTEMS NOTES CONY. '- .- 3 � J ;:� 3., , 8.1 REMOVE EXISTING RECEPTACLES, E, , ' ' - � WORK 4.13 COORDINATION OF ELECTRICAL WORK WITH 6.9 ALL PARTITIONS SHALL RECEIVE VINYL BASE INSTALL- TELEPHONE, SWITCHES AND ANY h /� 11 HVAC SUPPLY RETURN EXHAUST GRILLES SHALL � � SPECIFICATIONS FOR GENERAL CONTRACTORS PERFORMING 1 ANY ITEM OF WORK NECESSARY TO THE PROPER 2.8 ALL CONVENTIONAL DRYWALL CONSTRUCTION, BE AS SPECIFIED IN MECHANICAL DRAWINGS OR ATION EXCEPT WHERE OTHERWISE NOTED. ALL SURFACES ELECTRICAL DEVICES IN WALLS TO BE DEMOLISHED. RELOCATE ANY /� COMPLETION OF CONSTRUCTION WHICH IS NOT FURRING, SHEATHING, THIS CONTRACT, SHALL B "BUILDING STANDARD" IF NOT SPECIFIED. GC TO . FOR BANK OF AMERICA 1.2 HVAC, CABINET WORK, CARPENTRY, FURNITURE, OF THESE DEVICES AS INDICATED OR REQUIRED BY THE DRAWINGS, E ENTRIES, ON SHALL BE ASSURED BY GC. RECEIVING BASE SHALL BE PREPARED AS REQUIRED. At ITECTU DESIGN .' RATIVE AS DETAILED REFER TO LEGEND ARCHITECT, OR OWNER REPRESENTATIVE. PROVIDE ARCHITECT WITH >y:-:< >: 1 1 1 y` SPECIFICALLY COVERED IN THESE DOCUMENTS SHALL ( VERIFY CONFORMANCE OF SPEC WITH BUILDING AS -BUILT OF DRAWINGS OF FINAL INSTALLATION FOR RECORD y "` :. I D E ANT- BANK OF AMERICA C 0 TRAMEL CROW COMPANY BE PERFORMED IN A MATTERS DEEMED GOOD CONSTRUCTION PLAN). DRYWALL JOINTS SHALL BE STANDARDS. ALL HVAC ELEMENTS SHALL BE 4.14 RACEWAYS PROVIDED BY OTHERS WITHIN A. AREAS INDICATED AS RECEIVING CARPET FLOOR 1.0 TEN E / /��I 11 TAPED /SPACKLED LEVEL. EXTERIOR CORNERS OFF-WHITE TO MATCH CEILING INSTALLED FLUSH CUSTOM CABINETRY AND MILLWORK OR OFFICE PURPOSES. CONTRACTOR IS NOTIFIED THAT NOT ALL EXISTING DEVICES ,- , - "�i 41 ' LANDLORD- BUILDING OWNER REPRESENTATIVE PRACTICE OF THE TRADE INVOLVED. 0 ( ) FINISH SHALL HAVE STRAIGHT BASE APPLIED, MAY HAVE BEEN INDICATED ON THE DRA'vVINGS AND THAT 50ME ''''`f GC GENERAL CONTRACTOR. AND TRUE ANELECTRICAL / SHALL RECEIVE METAL CORNER REINFORCING BEAD D CENTERED WITHIN THE CEILING LANDSCAPE PARTITION SYSTEMS SHALL BE P RIOR TO CARPET INSTALLATION. , %> »` <>- < > 'ice BASED ON MIN. 501E AND BE SPACKLED IN CONVENTIONAL MANNER. NO GRID. LOCATIONS SHALL BE PER APPROVED USED FOR ELECTRICAL INSTALLATIONS. EXISTING ACTUAL LOCATION. CONTRACTOR IS REQUIRED TO VISIT SITE AND DEVICES MAY NOT HAVE BEEN SHOWN IN THEIR „/:;., Gi�� �•�:�:%.%p�,%//I 1.22 VAULT FOOTING DESIGN IS BA H ORIZONTAL DRYWALL JOINTS SHALL BE ACCE PTED 1.1 UPON COMPLETION OF THE JOB, THE CONTRACTOR BEARING PRESSURE OF 2500 P.S.F. MECHANICAL PLANS,UNLESS OTHERWISE NOTED ON CD'S, B. AREAS INDICATED AS RECEIVING VINYL COMPOSITION TILE FLOOR FINISH SHALL HAVE BECOME FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO 151 SEVILLA AVENUE, SUITE 200 PROVIDE THE OWNER AND ARCHITECT WITH: U NLESS APPROVED BY ARCHITECT, BUTTED, UNT APED OR AS DIRECTED BY ARCHITECT. 4.15 OFFICE LANDSCAPE PARTITIONS: MODULAR DRYWALL JOINTS ARE NOT ACCEPTA FULL POWER WAYS AND RECEPTACLE DEVICES FOR COVED VINYL BASE APP AFTER VINYL DETERMINING THE WORK THAT NEEDS TO BE ACCOMPLISHED AS PART CORAL GABLES, FL 33134 ELECTRICAL SERVICE IN LANDSCAPE COMPOSITION TILE INSTALLATION. OF HIS /HER BID. A. AS -BUILT PLANS. 1.23 BUILDING HAS A COMPLETE FIRE SPRINKLER SYSTEM. HEIGHT GYPSUM BOARD SHEETS SHALL BE USED : 3.12 ARCHITECTURAL CEILING PLAN SHALL E PARTITIONS OFFICE305 ( ) 442 -1188 B. RELEASE OF LIENS FOR ALL SUB - CONTRACTORS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS THROUGHOUT FOR FULL HEIGHT CONSTRUCTION. GOVERN WITH RESPECT TO LOCATIONS FOR SHALL BE PROVIDED BY FURNITURE VENDOR 6.10 VINYL COMPOSITION TILE INSTALLATION SHALL BE 8,2 THE WORK SHALL INCLUDE THE FURNISHING OF ALL MATERIALS FAX: (305) 445 -1509 C. A FINAL RELEASE OF LIENS FROM THE GENERAL FOR THE RELOCATION AND CONDITION OF SPRINKLER CEILING PENETRATIONS AS AESTHETIC AND (EXCEPT WHERE PROHIBITED BY CODE). UNI- DIRECTIONAL. SEAMS SHALL BE TIGHT/ CUTTING, EXTENDING, CONNECTING, REPAIRING, ADAPTING, AND OTHER CONTRACTOR. HEADS. SPRINKLER HEADS SHALL BE FLUSH . WWW. ADCINTERNATIONAL.NET FUNCTIONAL CONSIDERATIONS DICTATE ELECTRICAL SUBCONTRACTOR TO PROVIDE ORIGINAL BUILDING PERMIT PLANS WITH THE ORIGINAL A. ALL NEW DRYWALL CONSTRUCTION SHALL BE INVISIBLE. GC SHALL PROVIDE AND MAINTAIN W STALL TIONS DENTAL HERETO. TOGETHER WITH SUCH TEMPORARY D. THE 0 MOUNTED OR AS PER BASE BUILDING STANDARDS. MECHANICAL DOCUMENTS SHALL TAKE FOR SERVICE TO POINT OF INTERFACE WITH ADEQUATE PROTECTION FOR ALL NEW INSTALLED VINYL INSTALLATIONS AS MAY BE NECESSARY TO SATISFY THE DEMOLITION �' PROPERLY PREPARED TO RECEIVE SPECIFIED PRECEDENCE WITH RESPECT TO OVERALL SCOPE LANDSCAPE PANELS AND TO INSTALL DEVICES �� INSPECTOR'S SIGNATURES. CONTRACTOR SHALL COORDINATE. FINISH MATERIALS) IN MANNER FULLY COMPOSITION TILE FOR THE DURATION OF CONSTRUCTION PROGRAM. APPROVAL SHALL BE SECURED FROM THE LANDLORD/ ACCEPTABLE IA ARCHITECT. OF WORK. IN ACCORDANCE WITH MANUFACTURER'S AND REMOVE PROTECTION ONLY IMMEDI BEF ORE ARCHITECT PRIOR TO CUTTING /DRILLING ANY STRUCTURAL SUPPORT. 1.2 TENANT WILL NOT BE RESPONSIBLE FOR: 1.24 PROVIDE WATER PROOFING MEMBRANE ON ALL NEW SPECIFICATIONS. A. SECURITY OF MATERIALS OF WORK IN PLACE. 3.13 DUCTWORK, WHEN CONTINUOUS THROUGH MORE JOB COMPLETION, FLOOR WILL BE THOROUGHLY CLEANED OF ALL ADHESIVE /CONSTRUCTION STAINS AND RECEIVE 8.3 ALL BUILDING CONSTRUCTION AFFECTED BY THE REMOVAL, \ _0 B. AIR CONDITIONING WORK NOT BEING PROPERLY CONCRETE SLAB ON GRADE POURS. THAN ONE ROOM, SHALL BE ACOUSTICALLY LINED 4.16 AVAILABILITY OF ADEQUATE POWER SERVICE FOR PROPER COOLING OF THE B. TAPED JOINTS, CORNERS, 'DIMPLES' OR SCREW RIATE TWO (2) COATS NON -SLIP WAX APPLICATION RELOCATION, INSTALLATION OF ANY PIECE OF EQUIPMENT SHALL BE PERFORMED TO ALLO TO DIMINISH SOUND TRANSMISSION THROUGH SHALL BE VERIFIED BY ELECTRICAL APPROP W HEADS SHALL BE SPACKLED SMOOTH AND CONTRACTOR. COSTS FOR ADDITIONAL WHICH IS TO BE THOROUGHLY MACHINE BUFFED TO REPAIRED AND FINISHED AS REQUIRED TO MATCH EXISTING CONDITION 1.25 CONTRACTOR SHALL PREPARE EXISTING AND NEW DUCTS. OR AS DIRECTED BY THE ARCHITECTURAL DRAWINGS, SPECIFICATIONS, LEASED PREMISES UNLESS ALL AIR CONDITIONING WORK LEVEL WITH ADJACENT GYPSUM BOARD CIRCUIT PANELS, TRANSFORMERS, ETC., IF SATISFACTION OF ARCHITECT. (CLEAN WAX BY G.C.) FLOOR SURFACES FOR PROPER LEVELING TO RECEIVE 3.14 CLEARANCES FOR ALL RELATED CEILING PLENUM OR OWNER'S REPRESENTATIVE. IS DONE IN COORDINATION WITH THE BUILDING SURFACE NO BULGING OR UNEVEN FI NISHED REQUIRED, SHALL BE INCLUDED IN BASE BID. STATE OF FLORIDA AR- 0010536 D RYWALL WILL BE ACCEPTE NEW PROPOSED FLOOR FINISHES. . THAN ONE ROOM, SHALL BE ACOUSTICALLY LINED A. GC TO SUPPLY AND INSTALL VINYL ALL FINISHESH 8.4 WHEN ELECTRICAL DEVICES ARE INSTALLED IN PARTITIONS OR ENGINEERING STAFF. NO ADDITIONAL COST. 4.17 CONNECTION OF SERVICES: ELECTRICAL (UNLESS OTHERWISE NOTED). C. WARRANTY REPAIRS. CEILINGS TO BE REMOVED, THE ELECTRICAL CONTRACTOR SHALL RAYMUNDO FEITO, R. AA- C001315 D. WINDOW BREAKAGE DURING CONSTRUCTION. 1.26 CONTRACTOR IS TO PROVIDE PROPER BACKING AND 2,9 ALL EXISTING HOLES /CRACKS IN SLAB AND THOSE 3.15 SPECIAL COOLING REQUIREMENTS /SUPPLENMENTAL CONTRACTOR SHALL PROVIDE FOR DISCONNECT THEM UP TO THE NEXT OUTLET U REMAIN OR BACK TO WORK INTERFERING WITH RESULTING FROM THOCESS CONNECTION OF TENANT TELEPHONE ROOM B. GC IS RESPONSIBLE FOR ALL FLASH PATCHING PANEL THE BOARD. IF EXISTING TO REMAIN OUTLETS ARE FED THROUGH E. WORK STOPPAGES DUE TOW BRACING AT ALL AREAS TO RECEIVE MILLWORK E CONSTRUCTION PR SYSTEM SHALL BE DESIGNED AND SPECIFIED IN THE Architect •Seal /Signature TENANTS. CABINETS, SHELVING, ETC. SHALL BE FILLED /REPAIRED AND THE SURFACE MECHANICAL CD'S CONTRACTOR SHALL COORDINATE WITH BUILDING TELEPHONE CLOSET AS REQ'D. AND TO HAVE FLOOR IN CONDITION TO RECEIVE DEMOLISHED PARTITIONS OR CEILINGS, THE CIRCUIT SHALL BE OTHER PATCHED SMOOTH AND LEVEL WITH ADJACENT 4.18 EXISTING SIGNAL CABLES, IF IN USE BY RESIDING EITHER CARPET AND /OR VINYL COMPOSITION TILE. CUIT CONTINUITY. WIRE SHALL BE F. DELAYS DUE TO CHANGE ORDERS ABOVE CEILING CONDITIONS FOR THIS INSTALLATION. REARRANGED TO MAINTAIN CIRCUIT BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT FLOOR SURFACE, IN A MANNER ACCEPTABLE TO TENANTS, MAY NOT BE DISTURBED OR CUT. GC 11 GC SHALL PROVIDE AND MAINTAIN COMPL Construction Documents for: 6. G. PAYMENT OF ANY DRAW WILL BE SUBJECT TO THE 1.27 ALL PROPOSED MILLWORK CONSTRUCTION SHALL THE ARCHITECT. CONTRACTOR SHALL MAINTAIN FIRE 3.16 WATER HEATER SHALL BE SPECIFIED ON RELATED SHALL BE RESPONSIBLE TO RESTORE ANY SERVICES REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. ARCHITECT'S AND TENANT'S REPRESENTATIVES AGREEING COMPLY WITH AWI CUSTOM STANDARDS, TYP. RATING WHEN FILING HOLES, ETC. MECHANICAL PLANS,UNLESS OTHERWISE NOTED IN CD'S WHICH ARE INADVERTENTLY INTERRUPTED. PROTECTION FOR ALL NEW INSTALLED FLOOR FINISHES PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS TO THE DEGREE OF COMPLETION. TEN PERCENT (10 %) (INCLUDING CARPET) UNTIL ALL CONSTRUCTION WORK POSSIBLE IN FINISHED AREAS. OF EACH DRAW WILL BE HELD AS A RETAINER UNTIL 2.10 ALL NECESSAR A. HEATER SHALL BE, STORAGE 4.19 IS COMPLETE. PROTECTION SHALL BE REMOVED ONLY Y WOOD BLOCKING /GROUNDS, ETC., IMMEDIATELY PRIOR TO JOB COMPLETION ALL ELECTRICAL EQUIPMENT SHALL BE REMOVED FROM STRUCTURE B ANS OF FICA 1.28 CONTRACTOR SHALL COORDINATE AT ROUGH ARE TO BE SUPPLIED AS FACTORY TREATED FIRE- TANK TYPE INCLUDING ALL NECESSARY PIPING, 4.20 REFER TO SCOPE OF MECHANICAL AND HVAC . 8.5 TTD THE JOB IS COMPLETED, INCLUDING PUNCH LIST ITEMS, . INSTALLATIONS FOR OTHER ELECTRICAL ITEMS ASSOCIATED WITH THIS WORK SHALL BE PRC�� �AI� A FRAMING PRIOR TO INSTALLATION OF GYPSUM RELEASES OF LIEN, AND ACCEPTANCE OF THE SPACE PROOFED ELEMENTS. GC SHALL FULLY COORDINATE ACCESSORIES AND SAFETY FEATURES R RELATED ELECTRICAL WORK 5.12 CARPET SUPPLIER /INSTALLER SHALL PROVIDE CURRENT REMOVED IF NOT REQUIRED FOR NEW EQUIPMENT TO CONTINUE IN at: BY BOTH THE TENANT AND ARCHITECT. WALL BOARD. ALL PROPOSED CONDUIT TYPES SETTING /PLACEMENT OF THESE ELEMENTS AS REQ'D B. ALL HOT WATER PIPES SHALL BE INSULATED. TO BE INCLUDED. STOCK SAMPLES OF SPECIFIED CARPET FINISHES FOR SERVICE. RUNS AND LOCATIONS W/ BANK VENDORS, BY LOCAL CODE /BUILDING OR SURROUNDING 4.21 BACK -TO -BACK ELECTRICAL OUTLETS MAY SHARE APPROVAL PRIOR TO ORDERING. PROVIDE VINYL Shores Village Banking Center 1.3 THE CONTRACTOR WILL: IE. USI, ADT, AND DIEBOLD. TYP. CONSTRUCTION CONDITIONS. 3.17 FIRE PROTECTION SYSTEMS AS SPECIFIED OR COMMON DOUBLE ACCESS SERVICE BOX AND TRANSITION STRIPS AS SPECIFIED OR NECESSARY 8,6 CONTRACTOR SHALL DEMOLISH ANY INTERIOR FINISHES TO COMPLETE 9499 Northeast 2nd Avenue SECURE THE NECESSARY BUILDING PERMITS AND INSPECTIONS. A. GROUNDS /BLOCKING MAY NOT BE WHOLLY SHOWN REQUIRED BY CODE, SHALL BE PROVIDED BY GC. CONDUIT SIZED FOR DOUBLE USE. (USE 2-1/4" (IF NOT SPECIFIED). THE NECESSARY AND PROPOSED WORK AS DIRECTED BY THE Miami Shores, Florida 33138 ON DRAWINGS AND GOOD CONSTRUCTION MINIMUM SPRINKLER INSTALLATION MUST MEET EXTENSION COLLAR WITH MUD -RINGS BOTH SIDES.) 6.13 GC, ALL VENDORS /SUBCONTRACTORS ARE RESPONSIBLE ARCHITECTURAL DRAWINGS, INTERIOR DESIGN DRAWINGS, SPECIFICATIONS, INDEMNIFY AND KEEP HARMLESS THE OWNER FROM ALL 1.29 USE AND INTERPRETATION OF THIS DRAWING PRACTICE SHALL GOVERN/ DETERMINE SAID REQUIREMENTS OF NFPA 13. FOR FIELD VERIFICATION OF ALL DIMENSIONS, QUANTITIES OR BY OWNER REPRESENTATIVES. LOSSES, DAMAGES, LIABILITIES, AND EXPENSES WHICH MAY A GENERAL CONDITIONS OF THE CONTRACT FOR USE WHERE A QUESTION ARISES. A. 4.22 SLEEVES SHALL BE PROVIDED BY GC TO ALLOW ARISE OR BE CLAIMED AGAINST TENANT AND BE IN FAVOR 3.18 SPRINKLER HEAD LOCATION SHALL BE COORDINATED ETC., OF THEIR RESPECTIVE WORK. g,7 EXISTING FIXTURES, EQUIPMENT, AND ALL DEBRIS WHICH ARE CONSTRUCTION, AIA DOCUMENT A201, ARE A PART B. GC TO PA WITH OTHER TRADES BY GC AND SHALL BE AS DATA / TELEPHONE CABLES TO PASS THROUGH FIRE OF ANY PERSONS, FIRMS, OR CORPORATIONS FOR ANY RATED PARTITIONS AND SHALL BE FIRESTOPPED BY G.C. 6.14 GC SHALL BE RESPONSIBLE FOR SUPPLY /INSTALLATION REQUIRED TO BE REMOVED SHALL BE REMOVED BY THE CONTRACTOR. OF A CONTRACT DOCUMENT AS DESCRIBE USE AND Y PARTICULAR ATTENTION TO ALL LOCATIONS OF DRYWALL PARTITION SPECIFIED BY ENGINEER OR AS REQ'D BY CODE. GROUNDS ABOVE CEILING AS CONTRACTOR TO COORDINATE WITH OWNER REPRESENTATIVES PRIOR TO issue Date & Issue Descrip Drawn By Checked B OF WOOD BLOCKING / p y INJURIES OR DAMAGES TO THE PERSON OR PROPERTY OF SPRINKLERS SHALL BE CENTERED WITHIN EACH CEILING REMOVAL OF SUCH. INTENT OF THE DRAWINGS. THE CONTRACT CONSTRUCTION THAT ABUT OR RECEIVE NECESSARY FOR VERTICAL BLINDS, DRAPERIES, ETC., ANY PERSONS, FIRMS, OR CORPORATION CONSEQUENT UPON DOCUMENTS INCLUDE NOT ONLY THE DRAWINGS, MILLWORK OR CABINETWORK CONSTRUCTION. TILE TO PROVIDE A UNIFIED, CONSISTENT AND AESTHETIC 01 08/24Z AC AR OR ARISING FROM THE CONSTRUCTION, USE, OR OCCUPANCY ARRANGEMENT. HEADS SHALL BE WHITE FLUSH TYPE (UNLESS OTHERWISE NOTED) g.g ALL ELECTRICAL AND PLUMBING LINES WHICH REQUIRE REMOVAL OR BUT ALSO THE OWNER - CONTRACTOR AGREEMENT, INTERNAL WOOD BLOCKING SHALL BE PERMIT ISSUE UPON OR ARISING FROM ANY ACTS, OMISSIONS, NEGLECT OR CONDITIONS OF THE CONTRACT, THE SPECIFICATIONS, OF LEASED PREMISES BY THE CONTRACTOR OR CONSEQUENT OR BUILDING STANDARD IF EQUAL OR BETTER. SUPPLIED FOR STURDY ANCHORAGE AT E- ROUTING AS SPECIFIED ALTERATION ARE TO BE DONE SO BY THE CONTRACTOR. LINES TO B INTERSECTIONS OF WOOD GLASS BORROWED 3.19 LIGHTING FIXTURES, EXIT LIGHTS, SWITCHING, ETC. 6.15 GC SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL CAPPED AND PREPARED FOR REMOVAL OR R FAULT OF THE CONTRACTOR HIS AGENTS, SERVANTS, ADDENDA AND MODIFICATIONS ISSUED AFTER LIGHT PARTITIONS AND ADJACENT DRYWALL ALL WINDOW COVERINGS. EMPLOYEES, LICENSEES, VISITORS, CUSTOMERS, PATRONS, EXECUTION OF THE CONTRACT. THESE CONTRACT SHALL BE PROVIDED BY GC. ENGINEERING PLANS 5.1 SCOPE: ALL FURNITURE SHOWN IS TO BE PROVIDED OR INVITEES, OR CONSEQUENT UPON OR ARISING FROM THE DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS CONSTRUCTION, AS REQUIRED. SHALL GOVERN LOCATION, AND SHALL BY VENDORS OTHER THAN GC. SCOPE OF WORK BY 8.9 REMOVE ALL UTILITIES IN DEMOLITION AREAS AND CONSTRUCTION PREVAIL IN QUESTIONS OF CIRCUITING AND SCOPE. IS RELATED TO COORDINATION OF INSTALLATION AREAS IN A MANNER, AND IN THE TIME, SATISFACTORY TO THE UTILITY CONTRACTOR'S FAILURE TO COMPLY WITH ANY LAWS, REQUIRED BY ANYONE SHALL BE BINDING AS IF C. BLOCKING FOR ALL MILLWORK INSTALLATIONS, WITH AND WITH VENDORS. COMPANY. IF UTILITY COMPANY DESIRES TO EFFECT THE REMOVAL OF BUILT -IN FURNITURE, DRAPERY TRACK A STATUTES, ORDINANCES, CODES, OR REGULATIONS; THAT THE REQUIRED BY ALL. WORK NOT COMPLETELY 3.20 CUT SHEETS FOR ALL FIXTURES SHALL BE MILLWORK $ CABINETRY NOTES THE MATERIALS, THEY SHALL BE PERMITTED TO DO SO. OWNERS SHALL NOT BE LIABLE TO THE CONTRACTOR FOR DELINEATED HEREON SHALL BE CONSTRUCTED OF PRESENTATION BOARDS SHALL BE PROVIDED SUBMITTED ARCHITECT SB BY GC FOR REVIEW /APPROVAL. 5.2 ALL FURNITURE AND EQUIPMENT IS NEW EXCEPT AS DAMAGES, LOSSES OR INJURIES TO THE PERSONS, FIRMS THE SAME MATERIALS AND DETAILED SIMILARLY BY GC. REFER TO FURNITURE PLAN SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT. NOTED. OR CORPORATIONS EXCEPT WHEN SUCH INJURY, LOSS, OR AS SHOWN MORE COMPLETELY ELSEWHERE IN AND FINISH PLAN FOR COMPLETE SCOPE. 8.10 COVER ITEMS AS SPECIFIED BY E OWNER /OWNER REPRESENTATIVE T DAMAGE RESULTS FROM NEGLIGENCE OF THE OWNER, HIS THE CONTRACT DOCUMENTS. REFER TO MECHANICAL PLAN FOR BLOCK 3.21 EMERGENCY LIGHTING AND ANNUNCIATOR / ALARM 5.3 FURNITURE SUPPLIER IS TO PROVIDE AND INSTALL PROTECT FROM DUST AND DEBRIS. AGENTS, OR EMPLOYEES, AND THAT THE CONTRACTOR WILL REQUIREMENTS FOR WALL MOUNTED HVAC SYSTEMS SHALL BE SPECIFIED BY ENGINEER. ALL FURNISHINGS SPECIFIED AS SHOWN WITH NO 7 SCOPE: ALL FINISHED MILLWORK WOODWORKING, 8.11 SALVAGED MATERIALS SHALL BE REMOVED, CLEANED, AND PREPARED 0 EQUIPMENT IN TELEPHONE EQUIPMENT ROOM3.22 SUBSTITUTIONS. PRICES ARE TO INCLUDE SHIPPING AND CABINETRY INCLUDING WOOD DOORS, JAMBS, FOR RE- INSTALLATION. OWNER MAINTAINS OWNERSHIP OF ALL Z IDEMNIFY AND KEEP HARMLESS THE OWNERS AND BE IN B. BY USE OF THE DRAWINGS FOR CONSTRUCTION AND FREIGHT CHARGES AND FEES, LICENSE, FRAMES, WINDOW FRAMES, TRIM, COUNTERS, MATERIALS UNLESS OTHERWISE SPECIFIED. Z FAVOR OF ANY PERSONS, FIRMS, OR CORPORATIONS FOR ANY OF THE PROJECT THE TENANT AND LANDLORD 3.23 ELECTRICAL WORK SHALL BE PERFORMED IN 2.11 GC SHALL PROVIDE GENERAL CARPENTRY AS PERMITS AND INSTALLATION BY QUALIFIED LABOR PANELS, MOLDINGS, CABINET REVEALS, FILE Z REPRESENTS THAT THEY HAVE REVIEWED AND INJURIES OR DAMAGES TO THE PERSON, OR THE PROPERTY REQUIRED FOR WORK WHICH MAY NOT FALL INTO ACCORDANCE WITH THE LATEST "NATIONAL DURING NORMAL BUSINESS HOURS. OVERTIME PLATFORMS, BLOCKING AND INSTALLATION OF 8.12 WHERE EXISTING WALLS, CEILINGS, AND FIXTURES HAVE BEEN REMOVED, OF ANY PERSONS, FIRMS OR CORPORATIONS WHERE SAID APPROVED THE DRAWINGS AND THAT THE JURISDICTION OF A SPECIFIC TRADE, BUT IS ELECTRICAL CODE" AND ANY AND ALL APPLICABLE DELIVERIES, IF REQUIRED BY BUILDING RELATED HARDWARE IS TO BE COMPLETED BY AREAS SHALL BE PATCHED TO MATCH EXISTING FINISHES, OR FINISHES INJURIES OR DAMAGES AROSE ABOUT OR UPON THE LEASED CONSTRUCTION DOC REQUIRED FOR PROPER JOB EXECUTION AND STATE AND LOCAL CODES /ORDINANCES. MANAGEMENT ARE MILLWORK CONTRACTOR (MC) AS SUBCONTRACTOR TO BE COORDINATED WITH AND TO BE ADDED A5 PER PLANS, INTERIOR DESIGNER, OR AS PER OWNER (L PREMISES AS A RESULT OF THE HE NEGLIGENCE OF THE IS COMPLETE. THE CONTRACTOR REPRESENTS UMENT PHASE OF THE PROJECT COMPLETION OF CONSTRUCTION. TO GC UNLESS OTHERWISE NOTED. 8 13 APPROVED BY ARCHITECT. LLI CONTRACTOR, HIS AGENTS, EMPLOYEES, SERVANTS, LICENSEES, 3.24 CLEANING: BEFORE JOB COMPLETION, THE FOLLOWING 0 VISITORS, CUSTOMERS, PATRONS, AND INVITEES. ALL THAT HE HAS VISITED THE SITE, FAMILIARIZED 2.12 INSTALL ALL PLUMBING NECESSARY FOR THE NG WO SHALL BE SATISFIED: 5.4 VENDOR SHALL ALLOW FOR ANY BUILDING 7.2 ALL DRAWERS SHALL BE FULL EXTENSION HIMSELF WITH THE LOCAL ONDITIONS, VERIFIED INDICATED PLUMBING FIXTURES /APPURTENANCES. ELEVATOR USE FEES, LOADING DOCK FEES, ETC. WITH HEAVY DUTY GLIDES. PROVIDE SILENCE 8.14 WHERE EXISTIRK IS DAMAGED IN THE EXECUTION PERSONAL PROPERTY PLACED OR MOVED INTO OR OUT OF FIELD DIMENSIONS AND CORRELATED HIS SAID UNITS SHALL BE AS SPECIFIED. A. ALL LIGHT FIXTURE INTERIORS AND LENSES SHALL AND SHALL COORDINATE DELIVERY SCHEDULES RS CONTRACT, OR WHERE OPENINGS ARE LEFT DUE TO THE REMOVAL THIS MOVAL OF U) PIPES, , THE BUILDING SHALL BE AT THE RISK OF THE CONTRACTOR OBSERVATIONS WITH THE REQUIREMENTS OF THE BE WIPED CLEAN OF ALL CONSTRUCTION DUST, ®ALL CABINET DRAWERS, EQUIPMENT OR APPARATUS THE SAME SHALL BE REPAIRED OR N WITH BUILDING MANAGEMENT AND ARCHITECT. OR THE OWNER THEREFORE AND THE OWNERS SHALL NOT CONTRACT DOCUMENTS. 2.1 ANY ACCESS PANELS REQUIRED IN ANY GRIME, FINGERMARKS, ETC., AND BE FULLY 7.3 SCHEDULING AND COORDINATION WITH OTHER CLOSED UP TO CORRESPOND IN MATERIAL, QUALITY, SHAPE AND FINISH NSTRUCTION THIS CONTRACT ST A BE FUNCTIONING, MECHANICALLY AND ELECTRICALLY. 5.5 VENDOR TO VERIFY CAPACITIES, DIMENSIONS OF TRADES WILL BE THE RESPONSIBILITY OF THE GC WITH THAT OF SIMILAR AND ADJOINING WORK, UNLESS OTHERWISE CALLED z TO ANY PERSONAL PROPERTY. C THE CONTRACT SUM AND THE CONTRACT TIME CIFIC SIZE, LOCATION, FINISH, WHETHER M BE LIABLE TO THE CONTRACTOR FOR ANY DAMAGE CO MILLWORK IS INCLUDED IN HIS WORK OR APPROVED AS TO SPE FREIGHT ELEVATORS AND DELIVERY PATH TO FOR. WHERE DAMAGE IS UNREPAIRABLE, NEW ITEMS OR EQUIPMENT B. ALL LAMPING WILL BE NEW AND FUNCTIONAL. ASSURE ADEQUATE PASSAGE. SHALL BE PROVIDED. CONTRACTOR SHALL PROVIDE ALL NECESSARY MAY BE CHANGED ONLY BY CHANGE ORDER TO ETC., BY ARCHITECT. NOT. WATERPROOFING, FIRE STOPPING AND SEALING OF PENETRATIONS LEFT 1.4 THE CONTRACTOR WILL CONFINE THE CONSTRUCTION DEBRIS THE CONTRACTOR SIGNED BY THE TENANT AND THE 2.14 GC, SUBCONTRACTORS, AND ALL VENDORS ARE TO C. RECESSED INCANDESCENT FIXTURES SHALL BE 5.6 COMPLIANCE WITH LOCAL CODES AND ORDINANCES FROM REMOVED EQUIPMENT OR PRODUCED BY THIS WORK. UJ AND DUST TO THE CONSTRUCTION AREA, AWAY FROM ARCHITECT. ANY WORK PERFORMED IN VARIANCE SIMILARLY CLEANED AND BE FUNCTIONAL AND SHALL BE THE RESPONSIBILITY OF FURNITURE 7.4 FURNITURE AS SHOWN ON FURNITURE PLAN IS BY VERIFY ALL CLEARANCES (CORRIDORS, STAIRS, OTHERS. REFER TO FURNITURE PLAN FOR 8.15 INTERRUPTION OF EXISTING SERVICES AND /OR OPERATION OF COMPLETED TENANT SPACE OR COMMON AREAS, ALL AREAS WITH THE CONTRACT DOCUMENTS AND NOT COVERED ELEVATORS, ETC.) REQUIRED FOR DELIVERIES, SHALL BE AIMED, IF CALLED FOR, PER REFLECTED VENDOR (INCLUDING PAYMENT OF ANY FINES FOR SCOPE OF WORK RELATED TO FURNITURE FACILITIES SHALL BE KEPT TO A MINIMUM. CONTRACTOR SHALL FURNISH OF THE BUILDING, ESPECIALLY ACCESS AREAS AND COMMON BY THE ARCHITECT'S WRITTEN ORDER FOR A MINOR (PASSAGE OF ALL JOB MATERIALS /EQUIPMENT. CEILING PLAN. NON- COMPLIANCE). INSTALLATION (FILE PLATFORMS, REVEALS, ETC.) ALL MATERIALS REQUIRED WHENEVER TEMPORARY CONNECTIONS ARE O AREAS, ARE TO BE MAINTAINED IN A CLEAN AND ORDERLY CHANGE IN THE WORK OR A CHANGE ORDER, WILL ,A. GC SHALL SCHEDULE FOR AND INCLUDE COSTS/ 3.25 PROTECTION: ALL ELECTRICAL ELEMENTS, WHEN 5.7 PROTECTION SHALL BE PROVIDED BY VENDOR FOR NECESSARY TO MAINTAIN CONTINUITY OF SERVICE. INTERRUPTION OF w FASHION. THE CONTRACTOR IS TO TURN THE IMPROVED NOT BE ACCEPTED. FEES NECESSARY FOR USE OF BUILDING INSTALLED, SHALL BE PROTECTED FROM DAMAGE BY ALL SURFACES SUSCEPTIBLE TO DAMAGE DURING 7.5 DETAILING OF MILLWORK SHALL BE AS SHOWN. GC EXISTING SERVICES, THE INSTALLATION OF TEMPORARY FACILITIES, AND PREMISES OVER THE PROPERTY MANAGER IN A CLEAN ELEVATOR OR ANY SPECIAL CARTAGE, RIGGING, OTHER TRADES. COVER PLATES SHALL BE DELIVERY. VENDOR SHALL BE RESPONSIBLE TO SHALL SUBMIT SHOP DRAWINGS AND FINISH SAMPLES THE WORK OF MAKING FINAL CONNECTIONS TO THE NEW WORK SHALL BE � 0 Date & Delta Description Drawn By Checked By CONDITION, READY FOR OCCUPANCY BY THE TENANT. HOISTING DELIVERIES, TRANSPORTATION, ETC. INSTALLED AFTER FINISH MATERIALS HAVE BEEN APPLIED. CORRECT ANY DAMAGES CAUSED BY DELIVERY. FOR REVIEW TO VERIFY CONFORMANCE TO SPECS. DONE ONLY AT SUCH TIMES PERMITTED AND SCHEDULED IN ADVANCE z D. AS INSTRUMENTS OF SERVICE, ALL DRAWINGS, CONNECTED WITH CONTRACT WORK. I BY THE ARCHITECT /OWNER WITHOUT ADDITIONAL COST. CARE MUST BE 1.5 THE CONTRACTOR WILL REMOVE ALL TRASH AND DEBRIS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY 113. GC SHALL COORDINATE CLOSELY WITH VARIOUS 3.26 MAINTENANCE CONTRACT FOR SUPPLEMENTAL AIR 5.8 BUILT -IN FILES AND CABINETS REQUIRE 7.6 FIELD MEASUREMENTS SHALL BE VERIFIED BY GC AS USED IN REMOVING SERVICES TO AREAS BEING DEMOLISHED SO THAT CONDITIONING SYSTEMS INSTALLED UNDER THIS COORDINATION WITH GC AND WORK BY OTHER REQUIRED. ARCHITECT WILL NOT VERIFY FIELD SERVICES TO OTHER AREAS WHICH MIGHT BE SERVED THROUGH THESE 0 INCLUDING EXCESS MATERIALS FROM THE CONSTRUCTION SITE THE ARCHITECT ARE HIS SPECIFICATIONS AND ARCHITECT VENDORS OR CONTRACTORS, CONTRACT SHALL BE SUBMITTED TO ARCHITECT BY MECH TRADES SPECIFIED IN OTHER SECTIONS. CONDITIONS AND DIMENSIONS ON SHOP DRAWINGS. AREAS WILL NOT BE INTERRUPTED. Z AND THE BUILDING AND NO UNREASONABLE ACCUMULATION PROPERTY. THEY ARE TO BE USED ONLY FOR THIS REGARDING INFORMATION IN PART "A ", BE ALLOWED. PROJECT AND ARE NOT TO BE USED ON ANY OTHER THIS NOTE, ABOVE. CONTRACTOR FOR REVIEW. SERVICES TO BE FURNITURE VENDOR SHALL ASSEMBLE, PLACE AND Z INCLUDED SHALL BE AS RECOMMENDED BY LEVEL CABINETS WITHIN ENCLOSURES PROVIDED. PROJECT. CHANGES TO THE DRAWINGS NOT TO BE 8.16 WHERE DEMOLITION WORK REQUIRES TEMPORARY INTERRUPTION OF MANUFACTURER. CONTRACT TO BE ONE -YEAR (PLATFORMS, REVEAL STRIPS WORKTOPS, ETC., BY 7.7 COORDINATION OF MILLWORK WITH EXISTING AND 1.6 THE CONTRACTOR WILL COORDINATE THE DELIVERY OF USED ON ANY OTHER PROJECT. CHANGES TO THE 2.15 EXISTING DRYWALL IN, ANY AREA OF ELECTRICAL, TELEPHONE, TV, ALARM OR COMMUNICATION SERVICES, Z NEW CONSTRUCTION AND WITH MECHANICAL, RESPECTIVE UTILITIES AND /OR COMPANY REPRESENTATIVES SHALL BE Q MATERIALS AND THE USE OF THE FREIGHT ELEVATOR AND THIS PROJECT AL INCLUDE CORE AND PERIMETER TERM, RENEWABLE FOR ONE YEAR. MILLWORK CONTRACTOR.) FURNITURE AND OTHER RELATED ELEMENT "S SHALL DRAWINGS MAY ONLY BE MADE BY THE ARCHITECT. NOTIFIED AS NECESSARY, AND ALL WORK DONE SHALL BE UNDER 0. REMOVAL OF DEBRIS WITH THE PROPERTY MANAGER COLUMNS AND WALLS) SHALL BE PATCHED, 5.9 FREESTANDING FILE BANKS SHALL BE BE THE RESPONSIBILITY OF THE GC. SUPERVISION AND THEIR ESTABLISHED STANDARDS. ANY SUBMISSION OR DISTRIBUTION WITHOUT THE SPACKLED, AS REQUIRED, IF DAMAGED IN ANY LEVELED AND BOLTED TOGETHER BY VENDOR. 7.8 MATERIALS SHALL BE AS SPECIFIED AND OF HIGHEST 8.17 ALL LIGHTING FIXTURES, RECEPTACLES, SWITCHES, WIRING DEVICES, !JJ EXPRESS WRITTEN CONSENT OF THE ARCHITECT MANNER, DURING CONSTRUCTION TO SATISFACTION 5.10 LOCKS ARE SPECIFIED FOR ALL FILE CABINETS. SPECIAL OUTLETS, TELEPHONE CABLES, TV CABLES, MISCELLANEOUS (z 1.7 THE CONTRACTOR IS RESPONSIBLE FOR ALL PARKING MAY BE CONSTRUED AS DEROGATION OF THE OF ARCHITECT & THE BUILDING. QUALITY BY ACCEP TED CABINETS WITHIN ONE BANK SHALL BE KEYED ALIKE TED COMMERCIAL AND INDUSTRY SYSTEM WIRING, POWER CONDUCTORS, CONDUITS, ELECTRICAL BOXES, CHARGES OF HIS EMPLOYEES, SUB - CONTRACTORS, AND ARCHITECT COPYRIGHT OR OTHER RESERVED RIGHTS. 2.16 HARDWARE SHALL BE PROVIDED BY GC AS STANDARDS. RACEWAYS AND ANY OTHER ELECTRICAL SYSTEM COMPONENTS I­ 5.11 LOCKS WHEN SPE 7.9 SUITABLE MOISTURE RESISTANT /WATERPROOF SUBSTRATE LOCATED IN THE AREAS SHOWN LL BEING DEMOLISHED OR NOT USED FOR SCOPE OF SHALL BE USED FOR PLASTIC LAMINATE PIECES TO AFTER WORK IS COMPLETED SHALL BE REMOVED UNLESS OTHERWISE ( VENDORS. SPECIFIED. SEE MILLWORK DETAILS AND NOTES ELECTRICAL PLAN NOTES CIFIED FOR OFFICE SUITES AND j WOODWORKING AND HARDWARE. 1.8 THE CONTRACTOR WILL SUBMIT ALL CHANGES ORDERS TO 1.30 ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE COMPONENT ASSEMBLIES SHALL BE KEYED ALIKE PREVENT FAILURE DUE TO MOISTURE CONDITIONS. NOTED AS EXISTING TO REMAIN OR BE RELOCATED. CONDUITS RUNNING F_ THE ARCHITECT FOR APPROVAL AND THE BLUEPRINTS ARE 2.17 ALL SUBSTITUTIONS, I.E., "EQUALS" MUST BE REFER TO HARDWARE REQUIREMENTS, IN SLAB AT FINISHED AREAS SHALL BE CUT FLUSH, PLUGGED AND x TO BE REVISED ACCORDINGLY. WITH ACCESSIBILITY GUIDELINES AS SET FORTH IN SUBMITTED TO ARCHITECT PROJECT MANAGER FOR 4.1 SCOPE: GC SHALL PROVIDE ALL ELECTRICAL 7.10 SUBSTRATE FOR VENEERED AND LAMINATED ABANDONED AFTER CONDUCTORS ARE REMOVED. NO WIRING SHALL U THE FLORIDA BUILDING CODE 2000. WRITTEN APPROVAL PRIOR TO SUBSTITUTION BEING WORK AS SHOWN OR IMPLIED IN THESE 5.12 CONTRACTOR SHALL COORDINATE ALL HARDWARE PANELS SHALL BE FURNITURE GRADE PLYWOOD BE LEFT ABANDONED AFTER WORK IS COMPLETED. lz 1.9 THE CONTRACTOR WILL EXERCISE ALL DUE DILIGENCE IN THE CONTRACTOR AND SUBCONTRACTORS MADE. DRAWINGS AND RELATED ENGINEERING LOCKING REQUIREMENTS WITH TENANT, AND LANDLORD REP. FOR ALL HORIZONTAL SURFACES AND SHELVES. Q 4 MAINTAINING IN A SAFE WORKING ENVIRONMENT AND TO SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION 2.18 GC SHALL REMOVE EXISTING FLOOR COVERING DRAWINGS (IF ANY) INCLUDING ALL CONDUIT (HIGH DENSITY PARTICLE BOARD MAY BE USED FOR 8,18 ALL DEMOLITION, RENOVATION, AND CONSTRUCTION TO COMPLY WITH RUNS FOR POWER AND SIGNAL; DRAG LINES; VERTICAL ELEMENTS.) NFPA 241. WHENEVER DESIGNATED FOR REMOVAL. ABIDE BY ALL OSHA REGULATIONS. OF SUCH. PULL BOXES; WIRING; RECEPTACLES AND 2.19 DEMISING PARTITIONS SHALL BE SPECIFIED SWITCHING DEVICES; CORE DRILLING AND FINISH PLAN NOTES 7.11 EDGES OF VENEERED PANELS SHALL MATCH 1.10 UPON COMPLETION, THE CONTRACTOR WILL REMOVE ALL WITH SOUND ATTENUATION BATTING, PATCHING; ETC.; AS SPECIFIED OR IMPLIED OR SURFACE. EDGES LESS THAN 1' SHALL BE 8.19 DEBRIS SHALL BE REMOVED FROM THE SITE DAILY. FOREIGN MATERIALS FROM WINDOWS, FLOORS, GLASS, UNLESS NOTED IN CD'S. AS REQUIRED BY CODE OR BUILDING HARDWOOD. HARDWARE AND RESTROOM FIXTURES. 2.20 SOUND ATTENUATION BATTING SHALL BE SPECIFIED STANDARDS. 7.12 WOOD VENEERS SHALL BE SINGLE SHEET 1/20 1.11 THE CONTRACTOR WILL NOT UNDULY DISTURB THE PEACEFUL CONSTRICTION PLAN NOTES AS PER CD'S. 4.2 EQUIPMENT: TELEPHONE AND DATA 6.1 ALL FINISH MATERIAL INDICATED TO BE PROVIDED AND THICK WITH NO SPLICES (EXCEPT AS CALLED FOR). 2.21 SOUND ATTENUATION BATTING SHALL BE SPECIFIED EQUIPMENT TERMINALS, ETC., EXCEPT AS INSTALLED BY G.C. UNLESS OTHERWISE NOTED IN FINISH JOINTS AND GRAIN DIRECTION SHALL BE INDICATED ENJOYMENT OF ANY TENANTS IN THE BUILDING. AT ALL PARTITIONS AND CEILING FOR NEW SCHEDULES, ON FINISH PLAN. ON SHOP DRAWINGS. ADJACENT JOINTED VENEERS ALL DRILLING THROUGH THE CONCRETE FLOOR SLAB IS TO BE 2.1 PRIOR TO START OF CONSTRUCTION, GC SHALL RESTROOMS. SPECIFICALLY CALLED FOR, SHALL BE SHALL BE BOOK MATCHED UNLESS OTHERWISE PROVIDED BY OTHERS. GC SHALL PROVIDE FOR NOTED. Client Information SCHEDULED WITH THE PROPERTY MANAGER. ALL PLUMBING COORDINATE SCHEDULING OF MEETING WITH HIS COORDINATION WITH VENDORS/ INSTALLERS 6.2 GC AND VENDORS SHALL DETERMINE AVAILABILITY OF INSTALLATIONS REQUIRING ACCESS TO OTHER AREAS OF THE PROJECT PERSONNEL, THE BUILDING /LANDLORD REFLECTED CEILING AND REGARDING DELIVERIES, SCHEDULES, AS ALL FINISH MATERIALS. ANY DELIVERY SCHEDULE 7.13 ALL VENEERS SHALL BE STAINED TO MATCH APPROVED BUILDING WET COLUMN WILL BE COORDINATED WITH THE REP(S), ARCHITECT PROJECT MANAGER, OTHERS, FOR MECHANICAL SYSTEMS N OTES DIRECTED BY ARCHITECT. THAT POTENTIALLY MAY CAUSE COORDINATION CONTROL FINISH SAMPLE. C. �'����® L�t� REVIEW OF PROJECT SCOPE, DESIGN INTENT, PROPERTY MANAGER. CONSTRUCTION QUALITY EXPECTED, & FINAL PROBLEMS DURING THE FINAL STAGES OF 7.14 TYPICAL WOOD FINISH SHALL BE SHOP APPLIED INSTALLATION LOCATIONS AND DIMENSIONS SHALL 8E PER CONSTRUCTION INSTALLATION SHALL BE BROUGHT 1425 NW 62nd STREET DISCUSSION OF DRAWINGS /DETAILS /QUESTIONS. 3.1 SCOPE: GC SHALL FURNISH AND INSTALL ARCHITECTURAL DRAWINGS; ENGINEERING / DEMI -PORE RUBBED LACQUER. ENTRY DOOR AND 1.12 THE CONTRACTOR WILL INSTALL CONSTRUCTION AIR CONTINUOUS GRID SUSPENDED ACOUSTICAL TILE DOCUMENTS (IF ANY) SHALL PREVAIL IN CASE OF TO ATTENTION OF ARCHITECT , EARLY ON, FOR POSSIBLE FRAME SHALL BE FULL - FILLED RUBBED LACQUER I FT. LAUDERDALE, FL 33309 CONDITIONING FILTERS IN ALL RETURN AIR DAMPERS IN 2.2 DIMENSIONS ON DRAWINGS ARE FINISH FACE TO VARIATION IN SPECIFICATIONS. DISCREPANCIES REEVALUATION OF MATERIAL DESIGNATION CEILING MATERIAL AS SPECIFIED AND AS INDICATED UNLESS OTHERWISE NOTED. ALL WOOD FINISH (954) 473 -7039 THE DEMISING WALLS IN ORDER TO PREVENT CONSTRUCTION FINISH FACE OF PARTITIONS, COLUMNS, ETC., OR TO CREPANCIES . , UNLESS OTHERWISE NOTED. ON PLAN AND PROVIDE CUT OUTS AND OTHER MUST BE BROUGHT TO THE ATTENTION OF ARCHITECT 5.3 A MINIMUM QUANTITY OF TWO (2) 1' -O" X 1' -D" SHALL INCLUDE: WASH COAT, SAND, STAIN, SEALER WHERE SHOWN DUST FROM ENTERING THE MAIN AIR CONDITIONING SYSTEM. PROVISIONS FOR OTHER TRADES AS REQUIRED. BEFORE START OF WORK. FURNITURE FINISH SAMPLES OF ALL SPECIFIED FINISHES AND (TWO COAT VINYL), TWO COAT TOP -COAT (AWI D NOT SCALE DRAWING 3.2 CEILING GRID SYSTEM SHALL BE IN CONFORMANCE INDICATED ON PLANS IS FOR REFERENCE ONLY. C URRENT STOCK CUTTINGS OF ALL SPECIFIED WALL- SYSTEM #2). 1.13 THE CONTRACTOR IS TO PROVIDE TO ARCHITECT FIVE COPIES WRITTEN DIMENSIONS TAKE PRECEDENCE OVER WITH ASTM C 635 AND WITH GENERAL PRACTICES COVERINGS SHALL BE PROVIDED FOR APPROVAL 7,15 FINISH SAMPLES SHALL BE SUBMITTED FOR APPROVAL OF ALL SHOP DRAWINGS, PRODUCT INFORMATION SUBMITTALS, GRAPHIC REPRESENTATION. DETAIL DIMENSIONS AND APPLICABLE STATE AND LOCAL ORDINANCES. 4.4 VARIATIONS FROM WORK SPECIFIED DUE TO P RIOR TO ORDERING. INSTALLATION SHALL BE IN CONFORMANCE WITH AVAILABILITY OF MATERIALS; FIELD CONDITIONS, PRIOR TO FABRICATION AND FINISHING PROCESS. Project Number AND ALL OTHER SUBMITTALS REQUIRED FOR REVIEW, ETC. AT TAKE PRECEDENCE OVER PLAN DIMENSION. MANUF. RECOMENDATIONS AND ASTM C 636. VARIATIONS IN EQUIPMENT SPECS, ETC., MAY BE 6.4 PAINT FOR WALL FINISHES SHALL BE PROVIDED AS A 7,16 PLASTIC LAMINATE SHALL BE SHOP APPLIED 08042 LEAST TWO (2) OF THE ABOVE COPIES SHALL BE ORIGINALS. 2.3 GC SHALL BE RESPONSIBLE FOR FIELD MEASURING MADE WITH THE APPROVAL OF ARCHITECT. THREE (3) COAT EGGSHELL LATEX ENAMEL PAINT ACCORDING TO MANUFACTURERS SPECIFICATIONS. OF EXISTING CONDITIONS PRIOR TO START OF WORK 3.3 GC SHALL VERIFY CONFORMANCE WITH LOCAL AND INSTALLATION [ONE (1) PRIME AND TWO (2) FINISHED CAD File Name AND DURING CONSTRUCTION, AS NECESSARY, TO STATE CODES AND BUILDING STANDARDS BEFORE 4.5 FIELD VERIFICATIONS: G.C. AND COAT], COLORS AS SPECIFIED. METAL ELEMENTS AND 7,17 PLASTIC LAMINATE SHALL BE ONE SINGLE SHEET ON 1.14 THE CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ASSURE CONSTRUCTION ADHERENCE TO SUBMITTING FINAL PRICING. SUBCONTRACTORS SHALL BE RESPONSIBLE TO DOOR AND WINDOW FRAMES SHALL HAVE A THREE ANY ONE SURFACE. JOINTS, IF REQUIRED, SHALL BE ca, am ores Bank of Amer Mi am i Sh ores W a lk -u p ATM ALL CONDITIONS OF THE WORK PRIOR TO SUBMITTING A BID. DRAWINGS. BY ENTERING INTO A CONSTRUCTION 3.4 CEILING PLANE SHALL BE LEVEL AND TRUE, AND IN VERIFY FIELD CONDITIONS AND DIMENSIONS COAT SEMI -GLOSS ALKYD ENAMEL FINISH. INDICATED ON SHOP DRAWINGS FOR APPROVAL. 1.15 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE CONTRACT FOR THIS WORK, GC SHALL INDICATE HIS ALIGNMENT WITH ALL LIGHTING, SPRINKLER, HVAC BEFORE BEGINNING WORK. SIZES OF CONDUITS ALL JOINTS SHALL BE TIGHT WITH NO SEPARATION. Description FAMILIARITY WITH THE SITE /FIELD, CONDITIONS. AND OTHER ELEMENTS INCORPORATED IN ITS AND PULL BOXES SHALL BE ADEQUATE FOR 6.5 GC SHALL ASSURE THAT NO ELECTRIC RECEPTACLE GENERAL NOTES FIELD. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT CONTT. GRID SHALL BE CONTINUOUS THROUGHOUT CABLES /SERVICE SPECIFIED. OR TELECOMMUNICATIONS OUTLET COVERPLATES 7.18 WOOD DOOR AND WINDOW FRAMES, ETC., SHALL BE PRIOR TO THE COMMENCING OF THE WORK IN THE AREA A. ALL 'HOLD' OR CLEAR DIMENSIONS SHALL BE THE DEMISED AREA EXCEPT WHERE NOTED ON CDs. HAVE BEEN INSTALLED PRIOR TO COMPLETION OF SECURED TO SOLID WOOD GROUNDS /BLOCKING PROVIDED IN QUESTION. MONITORED TO ASSURE CORRECTNESS. 4.6 ADJACENT TENANTS: GC SHALL INCLUDE APPLICATION OF ANY WALL FINISH MATERIALS. AS PART OF CEILING AND WALL CONSTRUCTION. Scale " :; HA COORDINATE : ACOUSTICAL CONTRACTOR SHALL REPAIRS TO ADJACENT TENANT SPACES " =1' -0" B. ANY DIMENSION REVISIONS /MODIFICATIONS ARE WORK WITH CARPENTRY TRADES TO PROVIDE FORA AND COMMON AREAS WHEN A SUCH COVERPLATES OR SURFACE HARD WARE, 1/8 ' TO BE BROUGHT TO ATTENTION OF ARCHITEC3F E TC., IN PLACE, SHALL BE REMOVED PRIO TO 7.19 DIMENSIONS FOR WOOD FRAMES SHALL BE FIELD 1.16 ALL WORK SHALL BE DONE IN ACCORDANCE TO THE LATEST PROJECT MANAGER FOR REVIEW /APPROVAL. NEAT, LEVEL VISUAL LINE AT THE INTERSECTION OF WORK AFFECTS THOSE AREAS. WORK IN VERIFIED BY G AF TER RELATED ADJACENT WALL FINISH APPLICATI EDITION OF THE FLORIDA BUILDING CODE 2000 AND ANY CEILING AND PARTITIONS. ADJACENT TENANT SPACES SHALL NOT BE CONSTRUCTION IS COMPLETE. OTHER APLICABLE CODE. 2.4 ALL VERTICAL DIMENSIONS SHALL BE TAKEN FROM SCHEDULED DURING NORMAL WORKING HOURS. 6.6 UPON COMPLETION OF FINISH PHASE OF JOB, GC 7,20 WOOD REVEAL FILLERSTRIPS SHALL BE PROVIDED BY Consultant. SeallSignature "BENCH MARK" OR OTHER SIMILAR GUIDE ESTABLISHED 3.6 FASCIAS /SOFFITS SHALL BE LEVEL AND TRUE, FREE SHALL REMOVE ALL PAINT, WALLCOVERING PASTE, GC FOR ALL BUILT -IN CABINETS. FILLERS SHALL BE AND SEWER CONNECTION FEES AND PRIOR TO START OF CONSTRUCTION. HIGH POINTS, OF SURFACE DISTORTION AND DIMENSIONED 4.7 COMPLIANCE: ALL WORK SHALL BE PERFORMED ., FROM WHERE IT HAS SPILLED, SPLASHED, 1.17 IMPACT FEES, WATER ETC IN COMPLETE COMPLIANCE WITH THE NATIONAL OF CLOSE GRAINED STOCK, FILLED, SANDED AND 1; <::::: `:`i DEPOSITS FOR PERMANENT UTILITY SERVICES SHALL BE PAID LOW POINTS, IRREGULARITIES IN FLOOR SLAB, ACCORDING TO DETAILS SHOWN. OR SPATTERED. 1 PARTICULARLY, WHICH COULD IN ANY WAY AFFECT ELECTRICAL CODE AND /ALL STATE OR LOCAL PAINTED (SEMI - GLOSS) TO MATCH ADJACENT FOR THE BY OWNER. THE CONTRACTOR SHALL NOTIFY THE FABRICATION /INSTALLATION WORK OF OTHER TRADES 3.7 MECHANICAL, HVAC AND PLUMBING ELEMENTS CODES AND ORDINANCES HAVING JURISDICTION. CONSTRUCTION (EXCEPT AS NOTED). FILLERS THE OWNER WHEN THESE FEES APPLY OR VENDORS (E.G., CABINET CONTRACTORS), SHALL SHALL AT NO TIME COME IN CONTACT WITH CEILING 6.7 GC SHALL INSTALL ALL WALLCOVERINGS WHERE SHALL BE INCLUDED FOR ALL BUILT -IN FILES, .... I.- ARCHITECT AND /OR WIRING, TC 4.8 COMPATIBILITY: ALL DEVICES, WI, . DESIGNATED. ALL WALLCOVERING SHALL BE SMOOTH STORAGE CABINETS, BOOKCASES, ETC. BE BROUGHT TO ATTENTION OF ARCHITECT. CONSTRUCTION EXCEPT AS NECESSARY PRIOR TO THE START OF THE CONSTRUCTION OF THIS SHALL BE COMPATIBLE, EACH WITH ONE WITH NO WRINKLES, BUBBLES, BLISTERS, OR LOOSE PROJECT. A. VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1/2" PENETRATIONS MAY REQUIRE. ANOTHER AND WITH EXISTING WORK AND EDGES. ALL EXCESS PASTE SHALL BE THOROUGHLY 7.21 INSTALLATION OF REVEAL STRIPS SHALL BE FOR EVERY 10' -0" IN EVERY DIRECTION WILL REMOVED. WALLCOVERING ADJOINING WOOD OR METAL EXECUTED IN A NEAT, WORKMAN LIKE MANNER ..:.' 1.18 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL REQUIRED LEVELING OF SLAB BY G.C. OR 3.8 ACCESS SHALL BE PROVIDED BY GC AS REQUIRED BUILDING STANDARDS. WITHOUT DAMAGE TO ADJACENT CABINETS OR LANDLORD AS PREDICATED BY FINAL LEASE FOR INSTALLATION AND MAINTENANCE OF PARTITIONS SHALL BE CUT STRAIGHT AND SQUARE. SURFACES. PIECES SHALL BE SCRIBED TO FIT AND PREFABRICATED ITEMS OF THE WORK INCLUDING BUT NOT AGREEMENT. LEVELING OF SLAB TO BE DONE MECHANICAL, ELECTRICAL AND OTHER ELEMENTS 4.9 CIRCUITING SHALL BE AS SHOWN ON ENGINEERING REVEAL. AT ALL REVEALS SHALL RETURN INTO < LIMITED TO THE FOLLOWING: READY TO RECIEVE ARCHITECT FLOOR FINISHES, WITHIN CEILING PLENUM AND AS REQUIRED BY DOCUMENTS. REVEAL. ALL WORKMANSHIP WHICH IS NOT JUDGED FASTENED TO BLOCKING. :.'. ?.'... I.E. VYNIL TILE, CARPETING, ETC. GENERAL CODE. LOCATIONS FOR SPECIAL ACCESS DOORS, TO BE FIRST QUALITY BY ARCHITECT WILL NOT BE 7.22 GLASS PANEL SIZES AND JOINTS (INCLUDING JOINT ATM, STOREFRONT DOORS, CABINETS, AIR CONDITIONING 4.10 PROTECTION: ALL ELECTRICAL DEVICES, WHEN CONTRACTORS TO VERIFY SLAB CONDITION HATCHES, ETC. SHALL BE COORDINATED WITH INSTALLED, SHALL BE PROTECTED FROM ACCEPTED. NO WALLCOVERING SHALL TERMINATE SEALANT) SHALL BE APPROVED BY ARCHITECT. ETC. THE CONTRACTOR SHALL OBTAIN THE ENGINEER'S ON A FLAT SURFACE OR ON AN OUTSIDE COR PRIOR TO BID SUBMISSION. OTHER TRADES AND APPROVED BY ARCHITECT. DAMAGE BY OTHER TRADES. COVER PLATES NER. ARCHITECT'S WRITTEN APPROVAL OF SHOP DRAWINGS PRIOR AS -BUILT REFERENCE PLANS SHALL BE PROVIDED ALL WALL- COVERING SHALL TERMINATE AT AN 7.23 DOOR HARDWARE SHALL BE SUPPLIED AND INSTALLED SHALL BE INSTAL A FTER FINISH MATERIALS APPROPRIATE REVEAL /BREAK OR INSIDE CORNER. BY G.C. TO THEIR FABRICATION. SAMPLES SHALL BE SUBMITTED TO ARCHITECT. REFERENCE PLANS SHALL BE HAVE BEEN APPLIED. SEE FINISH PLAN. BY CONTRACTOR UPON REQUEST. 2.5 GC SHALL VARIOUS OTHER ELEMENTS AS DEMOLISH EXISTING PARTITION AND INDICATED ON PLAN PROVIDED TO ARCHITECT, 4.11 FLOOR OUTLETS SHALL BE FLUSH TYPE UNLESS 6.8 ALL WALL SURFACES RECEIVING WALLCOVERING SHALL 7.24 HARDWARE WILL BE SPECIFIED BY ARCHIITECT. SPECS. REMOVAL DI ALL RELATED PROHIBITED BY BUILDING MANAGEMENT. GC. BE PRIMED WITH A SUITABLE STRIPPABLE PRIMING SHOULD BE THE BETTER OF BUILDING STANDARD OR T AND COORDINATE HE M 3.9 INSPECTIONS, AS REQUIRED BY LOCAL AUTHORITIES / HARDWARE SPECS. 1.19 WHERE EXISTING WALLS, CEILINGS OR FIXTURES ARE ELECTRICAL SERVICE, PLUMBING AND ALL OTHER SHALL FURNISH CUT SAMPLE TO ARCHITECT FOR MATERIAL. NO "ONE STEP" PRIMER /ADHESIVE SHALL EQUIVALENT IN QUALITY REFER TO HARDWARE An An REMOVED: WALLS CEILINGS AND FLOORS SHALL BE APPURTENANCES INCLUDED THEREIN, REFER TO SHALL BE COORDINATED BY GC PRIOR TO CLOSING APPROVAL. UNDER CARPET WIRING MAY NOT BE BE USED. SAID PRIMER SHALL BE COMPATIBL WITH dM PATCHED, ELECTRIC AND PLUMBING SHALL BE CAPPED. GENERAL DEMOLITION NOTES. OF CEILING. USED EXCEPT AS SPECIFIED AND AS LOCAL THE RECOMMENDED ADHESIVE FOR RESPECTIVE WALL- 7.25 GC SHALL PROVIDE ALL REQUIRED SIGN AGE AND CODES AND BUILDING MANAGEMENT PERMITS. COVERING BEING USED. IDENTIFICATION FOR ALL CABINETS AND EXTINGUISHERS. 1.20 PROVIDE 1 -3 ABC RATED FIRE EXTINGUISHER PER 2500 2 GC SHALL BE RESPONSIBLE FOR THE REMOVAL OF 3.10 SHOP DRAWINGS FOR ALL RELATED TRADES 4.12 SURFACE MOUNTED WIRING DEVICES SHALL " SQ. FT., AND MAXIMUM INTERVALS OF 75' -0 ". FIRE ALL CONSTRUCTION DEBRIS AND FOR THE RETURN (PLUMBING, SPRINKLER, HVAC) (5 SETS) SHALL BE NOT BE USED BY GC, HIS SUBS OR ANY 7.26 GC SHALL PROVIDE ALL REQUIRED H/C SIGNAGE G.C. EXTINGUISHER SHALL BE BLDG. STANDARD, CONTRACTOR OF ANY BUILDING STANDARD COMPONENTS IF SUBMITTED TO ARCHITECT FOR REVIEW /APPROVAL ELECTRICAL VENDOR OR INSTALLER, EXCEPT AS SHALL PROVIDE A SAMPLE FOR THE ARCHITECT REVIEW. SHALL VERIFY. REQUESTED BY THE BUILDING MANAGEMENT PRIOR TO MANUFACTURING AND INSTALLATION. A SPECIFIED TO COORDINATE WITH FURNITURE UNLESS OTHERWISE NOTED ON CD'S COORDINATED SHOP DRAWING FOR ALL VISIBLE /MILLWORK INSTALLATION. 7.27 ALL WOOD BACKING FOR PROPOSED VENEER WOOD CEILING ELEMENTS SHALL BE SUBMITTED. PANELS SHALL BE OF FIRE RETARDANT WOOD. r % f \ A ITECTU DESIGN :.: RATIVE 2 2 a . "l / _ 151 SEVILLA AVENUE, SUITE 200 _ CORAL GABLES, FL 33134 OFFICE: (305) 442 -1188 FAX: (305) 445 -1509 F 4 _8„ WWW. ADCINTERNATIONAL.NET a " I > 0 ✓ I " : r >:: ,I,; 1 PROPOSE AIIM ; �:..j d'"" KIOSK BU 'DI G 20 STATE OF FLORIDA AR- 0010536 //, 6 / \ \ \ \� o L_ __- • -r RAYMUNDO FEITO, R.A. AA- CO01315 i 5 �// j// j// j j \ \ 5 1 I 10 I Architect •Seal/Signature I Construction Documents for: I \ \ j o 7 I 8 I I BANK F AN"JC A \ 9 \ \ \ \ PROPOSED WALKUP A"I at: \ 8 \ Shores Village Banking Center 3 I I ' 9499 Northeast 2nd Avenue 3 \ \ I\ 9 \ \ € I o 17 16 Miami Shores, Florida 33138 t \ I \ I N 4 \ 4 Issue Date & Issue Description Drawn By Checked By 01 088/24/09 AC AR PERMIT ISSUE I i \\ I i I 1 \ \ W i �\ Q CL i 5 LL I _ 3 • # 2 z i 2 0 -- E I I LU DETAILED FLOOR PLAN DETAILED FLOOR PLAN ° w f„ DEMOLITION PLAN Date & Delta Description Drawn By Checked By 1/8" = 1' -O" PROPOSED PLAN 1/8" = V -0" UJ Z • - PROJECT NOTES z z z O EXISTING VEHICULAR PARKING TO REMAIN, TFYP. Q J MATCH d O 2 EXISTING 6" CONCRETE CURB TO REMAIN TWP. • W `. 13 O EXISTING TRAFFIC SIGNAGE. (PAINTED ON ASPHALT) � 2 1 „ ®, . ° " e:' •' •..' O4 EXISTING VEHICULAR DRIVE TO REMAIN V I . N 4 ' ' 5 EXISTING STRIPPING TO REMAIN TYP. a Tom: e O e. i.. " 0 0 0 0 00 0 0 0 ee• .\ • 0 0 0 0 0 0 " o o • o • o • o • o o + 0 0 0 0 0 0 0 0 •. O O O O O O O O O O O O D O 0 0 0 0 0 0 0 0 0 O O O O O • " ° •.':� 4. �, e' :!'.�•. � .I 000000 0000000000 le' o 0 00 000 00000 000 000 00000000000000 O HATCH DENOTES AREA OF EXISTING l° . ASPHALT PAVEMENT TO BE REMOVED. Q • • I i� I I 1 l - `i . FE IM - O7 EXISTING 6" CONCRETE CURB TO BE REMOVED AS NOTED BY DASHED LINE. • ` I q•' ATM PROPOSED ATM �, r i 1 -0" • A. 1 1• • KIOSK BUILDING ..I 'e O • � T07 3 g EXISTING LIGHT POLE TO REMAIN. �tt • .Y g EXISTING STRIPPING TO BE REMOVED. I I O 12 I 1. PROPOSED 4" CONCRETE SLAB. I I 10 PROPOSED CONCRETE ISLAND. SEE DETAIL 1, THIS SHEET. L - - - - - - - _ s � : `J 2. 6" X 6" X 1.4 W.W.M. CONCRETE REINFORCING WIRE MESH TYP. x ® ® •:. PROPOSED WALK -UP ATM BY NCR, MODEL 5886 PERSONA M SERIES W/ PROPOSED Client Information 3. 8" NO. 2 CRUSHED LIMEROCK BASE. >> UNIVERSAL REMOTE KIOSK UB -1 BUILDING BY EAST COAST SIGNS. SEE MANUFACTURER'S N 14 CUT SHEETS ATTACHED. C.B. RICHARD ELLIS 10 11 12 DASHED LINE DENOTES EXTENTS OF CANOPY STRUCTURE ABOVE AT 10' -11" A.F.F. 1425 NW 62nd STREET 13 - ` O PROPOSED 4 1/2" DIA. X 2' -6" H. CONCRETE FILLED MTL. BOLLARD TYP. FT. LAUDERDALE, FL 33309 2 S ECTI 0 N 13 CONTRACTOR SHALL PAINT WITH D.O.T. APPROVED TRAFFIC HAZARD (954) 473 - 7039 YELLOW PAINT. SEE DTL. 4, SHEET A -3. ®CONCRETE SLAB TYP. N.T.S. 14 PROPOSED CONCRETE HANDICAP ACCESSIBLE RAMP. MAX SLOPE 1:12. O Project Number 15 PROPOSED STRIPPING PER FAC /ADA CODE SEE DETAILS 5 AND 7, SHEET A -3. 08042 15 16 PROPOSED HANDICAP SIGNAGE SEE DETAIL 6 AND 8, SHEET A -3. CAD Fite Name Bank of America, Miami Shores Walk -up ATM 17 PROPOSED CONCRETE VEHICLE WHEEL STOP. Description 6„ DEMOLITION AND PROPOSED PLAN O 18 PROPOSED HANDICAP ACCESSIBLE PARKING STALL.SEE DETAIL 5, SHEET A -3. PARKING SURFACE TO BE FLAT AND LEVEL. ASPHALT NOT TO EXCEED 2% SLOPE. Scale R� 2 19 PROPOSED LANDSCAPING. 1/8" =1' -0" 18 P PROPOSED ASPHALT PAVEMENT. Consultant • Seal /Signature ICI -I�I- ... I- �_ -I j) III 8 ,. 3 ;,... ri _� DETAILED FLOOR PLAN 3 SECTION Am 0 / ® CURB N.T.S. PROPOSED PLAN 1/4" = 1' -0" q- 2 NTF. 8' -6' A , A. ;: ITECTUi}; DESIGN L.' RATIVE 9' -11 13/16" 9' -11 13/16" :. •, i ' ;,,,�, f 151 SEVILLA AVENUE, SUITE 200 CORAL GABLES, FL 33134 OFFICE: (305) 442 -1188 FAX: (305) 445 -1509 WWW. ADCINTERNATIONAL.NET PROPOSED OVERHANG a BANK OF AMERICA STANDARD CANOPY 6" ® ILLUMINATED SIGN BAND PROPOSED OVERHANG 4 6" CANOPY ATM SERVICE DOOR STATE OF FLORIDA AR- 0010536 -® PROPOSED ATM KIOSK BUILDING RAYMUNDO FEITO, R.A. AA- CO01315 / BY EAST COAST SIGNS SECURITY PEEP HOLE / Architect • Seal/Signature BEYOND / o PROPOSED ATM BY NCR / I MODEL: PERSONA 5886 Construction Documents for: N O N T BANK OF AMMCA / o � o / PROPOSE[) WALKUP ATM / 4 at: A -3 Shores Village Banking Center 9499 Northeast 2nd Avenue Miami Shores, Florida 33138 PROPOSED STL BOLLARD \ PROPOSED STL BOLLARD PROPOSED STL BOLLARD BEYOND \ BEYOND Issue Date & Issue Description Drawn B Checked B \ � PROPOSED CONCRETE ISLAND, p y y EXIST. ASPHALT DRIVE LANDSCAPING 6" X 6" X 1.4 WWM CONCRETE EXIST. 01 08/24/09 AC AR EXIST. LANDSCAPING \ N I I REINFORCING WIRE MESH 6" X 6" X 1.4 WWM CONCRETE PERMIT ISSUE REI FORCINC WIRE MESH ... `-a-° �' ' — - — T ;� — - i EXIST. LANDSCAPING 14 ° e e ' ' .n ' ' —I - — — �: �.: :I . �s. • I . I ., ; I — I 1 — ' I ' —III f r ' �•, . • • III —I I — — � � I� � — — — I I i_ —III • i — III —: � I I — — — — �I I �e I . I �. — — I '- - �• I — III _ e ..Y .. a I2 I — —I — I. —III— — I 12" — — — — — — (I I — — — 2 6 A615 GR 60 C� I — s b :I —I I I (— I• I t.. ' 4 1 R 60) ©12 G • , ' ' — _ I. J n � .' ,. ..... C —I, I —I ! —' I — I — — . ; ,•:. °. ''. — — i — — — —I I — — —I — I — i L� _ I = i= — — I — • 1 1 °. I...'•I . III I i — a . J , ..; :.: ' .• ti' ; ��. , I — — _ - � — — — � — � — I. — —� � — � —_ - I — III -1. — ! ( —I i — � .- ON ALL REINFORCEMENTS TYP. TOP PROVIDE 3" MIN COVER ' I— III — I — a n I � � —, (a I _ • _— �' - _! iii = 1 = III — III —I — i 1 =: 1 =1 — 1 = - 1 1 1 — III ° I '. ( ! = - ON ALL REINFORCEMENTS TYP. I s — , e' •e ° ° ..� III -1 I ' 1= I �= i + • _I — I — — = 1 =1 I =1 — i I I i I . •. tl.l , 1= i = = = ! . ° • • ° ' •a 1 i — III !. z - III —I —III III —I I— e — ♦ - � . '' �+ —III _ ! I I I : —III I I III I I 1 —I I I —I ; I — I I , =III � � • • • � I 1 _III =11 1 -1 � -1_I . • .. ' a — ' . - • ! III — I u � _. e. — III — - e i — — A615 GR 60 C� 12 EA. WAY — I 6 , • o 0. ( o o• _ — — — — I 1I —III — �— — - w -z- 1 A. A -- I — • — — i — ! I =1 —I I — 6 A615 GR 60 � 2 E W .. — T PROVIDE 3 MIN COVER — BO � I_I #( I - - I T TYP. OT PROVIDE 3'" MIN COVER ON ALL REINFORCEMENTS P. B V — — I— — — — —I — Q _ — =11 —I 1�— III — III —III 11 — —Ill III —III ON ALL REINFORCEMENTS TYP. - � I — I � �— • z to V 1 LEFT SIDE ELEVATION _ 2 FRONT ELEVATION r,3 RIGHT SIDE ELEVATION N w A -3 ATM EQUIPMENT SCALE: 1/2"=l'-O" A ATM EQUIPMENT SCALE: 112 " =1' -O" /� —� ATM EQUIPMENT SCALE: 1/2 " =1' -0" -- - - -- *FOR REFERENCE ONLY. SEE MANUFACTURER'S CUT SHEETS ATTACHED. FOR REFERENCE ONLY. SEE MANUFACTURERS CUT SHEETS ATTACHED. FOR REFERENCE ONLY. SEE MANUFACTURERS CUT SHEETS ATTACHED. — W W Date & Delta Description Drawn By Checked By z • 0 z -- 72" MIN. 60" MIN. 72" MIN. z LO [�l 47 PARKM6 By DS T SIDE r- r.0 PST IL EXISITNG ASPHALTED VEHICULAR DRIVE WALK 8 \_ 12" X 18" X .080" ALUMINUM- W ACC" E HANDICAPPED PARKING SIGN N —3 � BOLT TO ALUMINUM POST WITH � PROPOSED 4 " 1 2 DIA. CONC. FILLED 4 12' 3/8" DIA. BOLTS V / 1 2 SLOPE 1:12 SLO _ N MTL. BOLLARD - 1 d N LU LU °' 1 1/2" DIA. BLACK ANODIZED CONTRACTOR TO PAINT W/ EXTERIOR CONC. ALUMINUM SIGN POST WITH V _ CORROSION RESISTANT ENAMEL, D.O.T. co CURB = - WELDED WATERTIGHT CAP I APPROVED YELLOW TRAFFIC PAINT - =- ' -- WHEEL STOP - 00 N FINISHED GRADE PROPOSED CONCRETE ISLAND w w w - LJJ 3000 PSI CONCRETE 0- a CL Elf o EE F _ Of I­_ — I - 1 _ = w III = 1 ! III III - 1 1 I l a. m m m =ill= Client Information '' '•' . . . i ••d a' •`. •, • 9 a °• • ' _ _ ' - - i I III � _III —! d l_ • - - 11 - 4a •�° -1� liI- III -!III IIiI -III C.B. RICHARD ELLIS III I —III —I .. r l 1 -1 1425 NW 62ND STREET o FORT LAUDERDALE, FLORIDA 33309 I �' •'' ° I N � � : 954- 473 -7041 -11i= III = gar. ,•: _ 6 ACCESSIBLE SIGNAGE DETAIL SEE DETAIL _ I • • - III —III —I � a — _III —III a �.. 1 = � 1 = 1 I L L._. •� Project Number _ l 60" MIN. 12' -0" MIN. —I 08042 CAD File Name •� ' e NOTE: SLOPE NOT TO EXCEED 2% IN ALL DIRECTIONS Bank of America, Miami Shores Walk -up ATM 18" Description 4 TYP. BOLLARD DETAIL 5 H/C PARKING DETAIL ......... . .. . ............... .... DETAIL SHEET TOP PORTION SHALL HAVE A A— 3 Scale NOTE: THIS IS STANDAR TI OF THIS DETAIL MAY NOT APPLY. REFLECTIVE BLUE BACKGROUND N.T.S. A -3 A S A DARD H.C. DETAIL, ALL PORTIONS A L . RE L N.T.S. WITH WHITE REFLRCTIVE SYMBOL AND BORDER. 1/4" .......:. . ...... . C onsultant* Seal/Signature w w ' .... w ;> J .... CO m BOTTOM PORTION SHALL HAVE PARKING BY DISABLED A REFLECTIVE WHITE BACKGROUND PERMIT ONLY WITH BLACK OPAQUE LEGEND & BORDER. N TOW —AWAY ZONE AND FINE UP TO $250.00 ..... .. 4 ,. 4 " 6 „ 6 " 4 " . r7 STRIPE DETAIL g H/C PARKING SIGN DETAIL A -3 N.T.S A -3 N.T.S. L1GH77>iG FIXTURE SCHEDUL All fluorescent lamps trust be energy efficient Note: A IT "ECT�,. DESIGN L RA,TIVE All ceiling fixtures must have an ln ne fuse (thermal protectot) All Lighting fixtures must be listed by a national recd rued testin laborat2 0 This illumination design complies with two specifications as follows: DESCRIPTION FIXTURE LAMP VOLT MOUN NOTE: _ Ba Statutes Title XXXVfII Ba Florida orid Statu e Section � 1 and the Ft a Florida i Building Code Sectlo 3 2 7. With Flor da d fA New 2x4Parabobc LlTHONIA, 2(32w} Type T8 120 .Lay in Inside Burg -in ATM g Bankin Cha ter 655 Article 655 -962 151 SEVILLA AVENUE SUITE 200 To comp New LIGM011ERLYCASTER Double Twin tube 120 Recessed Seenoterinforma onty} g p smith the FBC Section 3112 & the Florida Statutes Tate ' C ORAL GABLES, F L 33134 Downlight 1102T26 26 watt each. 2.- The design guidelines specified by Bank of America on ATM illumination. XXXVIII Banks Banking Chapter 655 Article 655 - 962 on 6 0' radius OFFICE: (305) 442 - 1188 C 2X 2 HiD Existing 1 Lamp 175 w 120 Surface Provide in-line fuses. illumination r equirement the new wall mo unted luminaires must FAX: (305) 445 -1509 Metal Halide mounted Not included: VWVW. ADCINTERNATIONAL.NET D Existing Light Lithonia (Existing) 1 Lamp 400w 2400 Pole Provide in -line fuses. (Replace Existing Lamps 13e arranged as. per these plans. The contractor shall Coordinate Pole with 3 New K5F2 400M - R4SC Metal Halide mounted for New one,! 3.- The integration of the illumination generated by this design with the existing parking lot with building O wn er or building Management for approval and Light Fixtures (Replace Existing) illumination is not part of this scope of work. F Existing Wallpack Existing 1 Lamp 175 w 240 Wall Mounted See note 1 coordination with adjascents tenants. Fixture TNR1 -175M Metal Halide H New floodlight Lithonia- Roodlight 1 Lamp 400 w 240 Pole mounted See note 1. Height & Tilt as noted on plans fixtures model TFR- 40OM- RC-MVOLT MH Height & Tilt replacing as noted on STATE OF FLORIDA AFB - 0010536 Existin Ones. plans ATM AREA NOTE: New floodlight Lithonla- Roodlight 1 Lamp 1000 240 Wall mounted See note 1. Height & Tilt as noted on plans R AYE NDO FEI TO, R. AA-0001 3 1 5 fixture. model TFA- 1000A&TA -MVOLT w MH Heigh & Tilt The illumination levels shall comply with the current edition of the Florida as noted on Building Code Section 3112 on Lighting, Mirrors and Landscaping and the Architect ® Seal/Signature plans Florida Statutes Title XXXVIII Banks Banking Chapter 655 A rticle 655 -962. NOTES: Construction Documents for: I.- Specific lighting factures, Selected by type, photometric, lighting pattern and lumens w used in the illumination design to produce the required illumination. Substitution of the light fixtures twill result in a different i/luminatdon coverage and '-' � �� BANK OF t"IMCA pattern. Substitution of lighting riixtures will not be affiDwed I 1 g� at. �( Shores Village Banking Center 9499 Northeast 2n Avenue LEGE Miami Shores, Florida 33138 ❑ 31.6 n � EXISTING POLE WITH 3 FIXTURES 40OW MN To existing Panel sa a nel l issue Date & Issue Description Drawn By Checked ey ❑ (E) TO REMAIN. circuit serving this Existin load Thru existing Li hti \ 01 __ 09 14 2009______ ___ _ JER TCA Contactor all in Mai ❑ @E) 2 Main Electrical Room O .0 6.4 4.9 + (E) F1 EXISTING EXTERIOR CEILING MOUNTED 2X2 FIXTURE Elect.Room O 7A 4. 5. \ \ PE RMI T ISSUE TO REMAIN. M LPACK FIXTURE (E) © TO REMAI N. EXTERIOR W A LL MOUNTED WA L / 2fl AFF 18 70° T1L1) 4.8 30.9 1 14.2 .3 12.8 15. 10.3 6 4.3 3.6 5 3 - -- -- - -T � -^ - - - - - -- NEW 40OW FLOODLIGHT FIXTURE POLE MOUNTED M E ❑ ® WITH HEIGHT & TILT AS NOTED ON PLANS. ® NEW 100OW FLOODLIGHT FIXTURE WALL MOUNTED �� - -- - - - -- - -- -- WITH HEIGHT & TILT AS NOTED ON PLANS /L9.2 3 *37.0 37.0 X87 . X23 . 12.5 J.9 12.2 '13.2 10.6 7.3 5.3 4.5 4.3 3.3 / New 3 #$ THWN CU + 1 #10 f Hti4'N CU (G) in new 1 ------_--_-------------.--______-- FOR MORE INFORMATION SEE LIGHTING FIXTURE SCHEDULE. " PVC \ tJJ W ch�d 40 Cond. below 24" under vehicular traffic to Existing 18.4 X4.4 � � ��' 7.5 25.1 '20.2 '14.0 - 11.0 11.4 13.7 14.0 '12.4 1 Par N D.B. 3.7 5.2 4.0 3.\ CL LATERAL VIEW LATERAL VIEW ( l '�- -� UJ 8 13.6 10.0 6.8 t.3 5.9 4.6 4.0 12.7 "15.8 18.0 - 01 1.0 15.9 - '12.4 10.0 11.9 o� El 1 ®__� -- O New Lf Fixture wall `O Type "I' .See ' El Schedule. _.___._r _.. -.,_ -. � ! ^ U Date & Dena Description Drawn By Checked 13y 1 1` 6 + 10.6 '12.6 '12.7 + 12.7 10.7 1 9.2 + 11.6 + 12.2 i '6.2 6.0 6.2 s..1 '4.5 Z 1 0 I IO Z SAMPLE MOUNTING DETAIL. � • + m �� ° ::.•�, :�; ::: �:.. � �:�`:.; 1 � TWR2 WALLPACK MOUNTING DETAIL I e� NS. l .3 7.8 9.7 '10.2 + 10.5 5.2 6. Y B .5 5.7 7.7 6.8 5.7 5.8 6.2 5.4 4.9 .T. N.T.S. 1 0 ,� i CL t • -� - U.I - - - -- - -- - - - - - -- - -- - - -- - - - - - _ _ - - - i 4.9 6.3 5 s..9 '9.4 7.6 7. $.6 6..2 4.0 5.7 '6.2 1 5.2 s..1 6.2 '5.9 5.5 ' LOCATION OF PROPOSED _ ...�_ _�__ ATM MACHINE. 0- 0 N.E. 95th STREET �\ , 30 AFF s.o 6.1 - _5.3 -_ -_ �� &.3 6.0 6.7 _ 5.3 s� TIL o t 5.3 5.7 4.1 41.6 4.4 5.9 . T j Q � � R' I ® CH b 4. --- -------- - - - --- --- I + 7 '7.1 7.4 5.8 '5.5 6.3 3.5 5.3 1 5.9 �i cnent information 0-d \ _ �, ' I 4 5.9 '5.9 - 4 '4.1 5.4 6.0 4.8 .3 Denote 5 > radius. .9 5.9 's..5 5.9 6. 1 En N^^� N��^ L I See ATM area note / / 1425 NW 82nd STREET sukDm FT, LAUDERDALE, FL 33309 (954) 473 -7039 w , 5.0 5.5 6.2 6.1 1 5.8 "' , 7777 ,_';: ` `� M . 5.0 6.1 W ( [ j , Proj ect N 1 g tr 1 I I E c� Number Q � Pr y; is; ,E V 08042 N C A D File Name 4 8 75.8 6.1 5.6 6.4 7.5 7.3 r0 7.6 7. 4 1 SA Bank P of America, Miami Shores talk ATM Denote 60' radius. Description { - � 4 : " > ": ,,. ❑ ❑ / See ATM area note. PARTIAL PHOTOMETRIC SITE PLAN & SPECS. j Scale 5.3 6.1 5.9 7.4 + 10.2 e 11. '12.0 `10.5 71,4 _ Consultants SeaUSig,° at�tre 5.3 6.7 1 8.6 + 10.4 10.6 TCAPA -LL I r _ 1 a T b. _ -- - - .._. -.__ - . CONSULTING ENGINEERS CA 7055 - - -- - - -- - -� 13831 SW58th ST, S -107 Miami, FL 33183 may yh ( 33 I DBA Florida Corporation - Tel: 305- 386 -7152 ! 1 tcarmstrong @tcapa.com - Fax: 305 -386 -7153 www.tcapa.aom Tomas C. Armstrong, .E. E.E. PE-17974 I i Date: 091141200 �r N.E. 94th STREET COMPLETE SITE PLAN PARTIAL.. PHOTOMETRIC & POWER SITE PLAN U' SCALE N,T,S sheet native size (24' x 36') SCALES 1!8' =1' -0' sheet native size (24' x 36') Ma o V THiS BUILT -IN ATM(PROVIDED BY OTHERS) THIS BUILT -IN ATM(PROVIDED BY OTHERS) THIS BUILT -IN ATM(PROVIDED BY OTHERS r IS SHOWN FOR INFORMATION PURPOSES ONLY IS SHOWN FOR INFORMATION PURPOSES ONLY IS SHOWN FOR INFORMATION PURPOSES ONLY A ITECTU DESIGN L R.AT l 1'lOr . Bite fights shall t1� wit r € i 17 • f 4 ea , n n �pavrcte circuit; _ - cur? 1 11r1 �V'i"I',t 1 � �._ SUITE 20O -- { 151 SEVILLA AtfIeNL9E, which : stiaR9 Ce pbrmanerl #Ev I4.^a�.fltt t`lEt" c;siriq a terr >ai�ar S �- iA''ta ,'eccssed ccm last itaars6ent d�rrm+ ht; - P 7 CORAL GABLES, FL 33134 :qrk dev«te Broc�er lack 5hai1 elan to °3tts�G(xeti to Refer .siectricc! 1i> }'.fin s:he ui t�* RA L g d it ,s gnash fir now wreakerwliches far tar; tKri' Navin u Fir ti . Mail S davits i tit O F F ICE : 305 442 -1183 ATM GROUNDING [DETAIL I � - � - �' �� � i�i�a� #��, ,,,�, Y,v.�_:..._.....m._.....:._... FLOOR PtitdCE. t4:r� - .:... -,_._ ..,_.. .........,._ ._.- How 1.#A IiU1'sN F � +iraarRr %�'rtf r 4' - rmou a' a;i3e surface .fited tluorscerlt s>tiv light a l nite FAX: (305) functio FA 305) 445-1509 CAA C0401iil & (2) lamps, Refer to .vieatricgt ?rgl sti,•dta?e f#A`ss sh "t) t _ . t 4 fi na L,- ear ligf,Frnq spec:ficsstions. t s r1G li? TEUtFHO t3iA:1 WtNW. A[}CINTERNATIC7NAL.NE7 �..#i� r f _ ai , c t'� .n_ INSIDE ATM 'A 9 �- a PiZX k, lwy aq�TL[l - _ _ a TJ:RW. AL : r n1� atil1ER Ea,vk OF a�tfRiCa GranGE \ T _ � r�ttD, x. :5F.L1 ili Z -_ - A, S, .�_.'9tY ,� g _ Standard c±up.ex outlet, 20 or9Rr. 120V, 1 .1"h 3rc"citr�ir•.� ,ypg; - 2 1/2 i2 Spare g conditions which will affect his work. ex & -w 1iEMA 5 1�. Lett ,2" at:t: uniem o:h�r,vist n tact. No rryea I .1 °'r• circuit, G N C A .4. "-"�° :tkan 5 vuttets gipper � �'A�a*.a:' ttdETi4�Cp, i�Jt�.D i C .t; t? r,..,. ""' _ 4tando'dd' dui�lea; �ouLiet. °anti OCdicutid �siruu l ?o om P, -- ---�'- 'd#'D EL FOR G l'F',iC+±L fiAt4Et $CAitl7: E ANGLE .� QC?_0i.E D'�> `_____ ; :.__.:� h. a ' �ft7OR FAN s 1- b 1 2GV P T- *3 a - A- - _� f FROM NEW C """� ;Q sAr� L °• �t�i11N�RYr)?dCJlli � -1 a^:�• Slor,dArd Budd autlei, 4{J uTep, t217V, a ph. :rn lad +Cate�d I SERVICE h ra r a r,rwirr�: _ L� _ir urt. _ _ S T A T E F LOR I DA F `�j A A _ 001{15 ? ii1 Main Brealfer w SECURITY C 1iEUiT ,r ! l ?T1 Tlitirrros ra, - ?nca.e vs st,vwrt sn eec_ti;.c i pear pJnn. (j A"i4 DmhN# �j \ A?3.i :S.RVICE MGgOR I i fib# r: t0 m ^Fanis d ron, r. az for sp { _. kt _ i\ �YIiJi� ti ITLJ Il. 1. AA--C V 01 5 1 ^- r € � . '� •t,I �•.� . i t n LiIx ET1G B4}tt„C3t�t� Q4t5R �J °o .c..on Bo>E I - _ -- _ �„ r Architect SealiSignataire hafo aG,i uavca w/ :caext femur t � dal, pravi;a 1 8 TNWN GROUNDING ;';' t AMP Yi Q 1t1^S EPfT ilGFSs t1x'JEtE i l r rz 4 hou i 1ONDUCTOR m t�€ s roil h ink +s for 'eGC? fli; Sl i 6 Id i 4 i �i � tor. .� Cr3am out C3uhei 9. be mcunied ��a94 ' a.f,fi. Refer iorat�clrico; Construction pia t i€�#v Docl�iert� K e j l}._q ; i power Plan '(tn(s shset) for location _ _ is ht iY2( kiER yy i ,� w r�C'd3[3L7C3gCt 't.. Iii. 7 F1 -2 r r ails Eiectrivil pan+4 bewa l ovaaer in backroorn. lzefw tb slut - 1 _ ^y w 1 , �, �' MOD ULAR _ cCisilil'?' KEYPAD '� 1' ��. i bo ard .a \ - D c �Crf,catir «.. D 6ir � i,A � � 5/8" x 1D' GROUND ROD a - -8 a -1 �� D 18 � ,.�.._...._ ..,..__.:f.,:..�,. `p ...._.._, 'pI� T _ _ A PRO SE+D W UP A" MODEM 1 I Mni at: � r ;= of � 1 bM1 .�i Shores Village Banking Center Alm 0�1 f w 9459 Northeast 2nd Avenue tT ,. r_�_____,__ _ Wa....w_ _ ._.. • , -. - -.. - - MiamI Shares, Florida 33138 r ;,,tile�t Cit na'es. all ;lcahtng fiat•sr9 c:d lamps o° new a rd are S, ;r-91 +aci I »; ,;.1- � , 7 A g ■ AV ,; 'shin q s-d U i� fixtures Shull be ?urnlsh . coo 1 � to with - a it :;r;r7p9 and with al re�,;:r� 1. y . rt . o u O L I - ar lYrSYi 0 MDUn,irr hamwor a vn , >. I ssue Date & /assts D Drawn B Checked B y '3 .. d �acce'dsc'r',�s, I. .all be the ;FSg,vrl,t4 l,fv of � t:o i R y VOLTAGE DROP IN FEEDER CONDUCTORS , 1 � rx , r s+r �� _h,tdF EA CH f:Ei;£tiSE.l7 Fl- Ll3RF.aC•Ehla D4 4!d �lr,,?-T$ �ecer'minr+ ;he '.gp8 of r;c;t7.7rL.. into atir,ivri aa� #, hgh,hng t:xG:,p ,k el, k,e rh�skri e i °®"` -"°°°` d fir ,-.p �e qP rkp, sa e tau .n hartnar_. ATM.FAx�fEL 0 09 _ t, 1 14 2009 J E T R C A Tenants ATM PERMIT ISSUE • i tf� t s •eel .�r - Tricvf � =F.e�ui .,,u al Nomina Voltage 208 � , tip. '�`^�: , . ; , 3 1 - � ; 1 Nominal Load (amps) 36 1 i . - rr P ?tom : -G >i'i e'0: 3.S far Oantn't plan r s6A e�,iul C+. - `. +',• .�I_ - _ -... _.._- ^- _.____- ____�..__.__., --. _..._..__-.-_______- r , 3 _ set 6 0 i I Distance from Xmer f t L I Wire Size AWG B RING ,. l i 1 .r , : A rx�' J, IrrfY C' t l e t , ,_,_, -- - _ � .a: e ppa YPt rgiti pr `} rs4>r >,ed °, _6A uc, type per N.otropa. Elect=s+/ rd�r# or tt,. `� 1 Voltag Dro volts 2.9 va.`te:. No pcwer wiring v:i3li .,� gma;ay tear, 12, 90 q t 9 � Volta a Dro 9:BSallrainq owner 4_ respe•nsStS� i 1.4 1 ........_ _.._ .,..._,_ �t :taining u teu(t urr>;r,t stsr�Y i* rerui °�d G� A .�IINI,viUirl t r ? a. 3 b� ltmoi uuthoriilom, i c,C'�N*AL GHTS O : �rL! G �_ sr 10 f Cv s CANDLES 0 BU '�DIi G FPO1 ,I r 4: • Ail winng, �zdures & cqu''p ^ngrr� arse ,L istNtl ur, tobeli sy, S - _ , Power z __- - -._ f A.f'f". Lhi:t E+: OO f?TQ wit'7 ;'Eri ,'�6rs!vinnr� ther.-nottat � �r. rr ae c , r r:,a> e<7�".'* r - r.. -, ...J Plan l v .� . � � C7 c�2 Ref lected C e i l %i I Plan El eCtra l cf t �� '� __ ____.______ _____.. �__.._.-_ _ _ _ .....• - _ 8. 5c g. 4 - :2" F'�p - s aee:.urityrAlorrn. prams i urid eg0i> ,grit rrstali -d b = +tee *k after mar s ;ailaticn 1 r Re eGie res riaun #d t:p ex lariat wiz, s req rc * "LT receFgaw <cs l 'oJ G a _ _J k W �° FART 1- GENERAL I'ANEL INSIDE ATMI b of s A: Overall Installation The installation shall comply with the i National Electrical Code (NEC), the Florida Building Code a_ Phase: 1 -Y Voltage: 120/240v Panel amps: 100 amps. Make: Siemens G1224B1100CU (FBC), and any other applicable Federal, State and Local � �h[r W.fxnris atbiom11 86 ,X . t�s.+r■ Ca *94 hg, ileum s5:4A 4�� �,9 �pp`>aa codes. S.- Permits and Insurance Contractor shall secure and pay for all 10.- Record Drawings ra a1 °dr srxs w1As� Spaces: 12 No of ckts: 24 Main Break: 50 amps Type: 22R lR -Main Cire. Breaker B: Conductors Calculations: Conductors calculations are permits, fees, taxes, inspections, tests, fines and other items as Maintain a complete set of prints for indicating all changes. Use colored based on 75 ° C. All conductors to be copper. - - -- -- -- - -- )tC for the installation of the electrical systems as pens to mark changes at the time of execution and deliver the set to the SPEC: GF= Gromtd Fault Interrup - co er. Contractor shall tam As Built „ on IS- Isolated round IG- Contactor P = Non - concurrent load Rec. =Race tac P le Cld LW-Lighting htin g g Ckt ST= Breaker with shunt tri !, Gen r The General and Special Conditions and Requirements outlined therein and shown on u • l: plans. Contractor shalt provide all Architect/En inset 9 upon completion. n s p � - - - - - tints and fans, date and sign in ink. Ste' On - Off S I�z R Br a r of the Contract and Specifications as well as p Y and P P Pe r NEC T- Via Timer LV - Via low voltage transformer C- Via S fans and insurance for A protecti A ublic liabilit g Insulated medical P _ - specificati of other lines and trades shall A a for the duration of the work. a be a pa rt of the 9 s disci a E - 8 't r P dam s N C 240 3 d AFCI - Arc Fault Circui Int e iru to p ND CT uSE sPE v BKR WIIt CND work hereby specified. These specifications and accompanying 11; Data/ Telecommunication Systems CT uSE sPE v Blest WIR C VA VA plans are intended to provide for the complete furnishing and 6, Existina conditions Before bidding, the contractor shall visit the job A. For Data / Telecommunication Systems utilize contractor No C AMP AWG SIZE No C AMP AWG SIZE installation of the electrical systems. To provide means to furnish site and ascertain all existin e x p erienced in the installation of communication systems and certified A ( A C ( inch) A C and install. Failure to do so will not be accepted as a reason for requesting extra by building industry consulting service international. - -- - - -- ° ° pay where the existing conditions result in extra materials or labor. 1 A. C (C. U) NC 120 20 12 112 900 2 A, C (A. H, U) 124 20 12 112 1500 12. Cutting and Patching ° U 2. Compliance Workmanship, materials and installation shall be in Any existing conditions found by the Contractor which will adversely - LLI 3 Camera Receptacles 120 20 12 112 600 4 ATM Machine Recpt. 120 20 12 112 1092 strict accordance with the a licable edition of the SBC, NEC, affect the work shall be immediately be brought to the attention of the A. -Major cutting, patching and painting required by this contract will be Date & Delta Description Drawn By Checked 13y ° NFPA NEMA STlvl O p U ANSI HRS health a and ArchitectlEnginear. Correction of any defects shall be completely performed in a neat and workmanlike manner. All surfaces shall be , e .. - 5 Modem Receptacles ?20 20 ?2 1/2 605 6 ATM Motor 120 20 12 1/2 600 , A SHA, L, A g _ �� ' r the installation of the a u' ment. 7 Fourescerrt Light ?20 20 12 i/2 ° 240 8 enorpownlight T 120 20 12 1J2 120 , p ,' or re air of returned to original conditions after equipment. ° other applicable national, state, and local codes and pertaining v itho other additional charge and shalt include replacements p phase of the installation which may have been damaged 13: Field Changes S",N u "• Ext ® - -- -------- - - - - -- - - - -- 9 Panel Recep tacles 120 20 12 1/2 360 ° 10 S na Time Clock T 120 20 12 112 93b regulations established by the ruling authority having jurisdiction. any A. - The electrical contractor shall consult the engineer before the �( ) on e re q uirements of other standards im lamentation of field than es , modifications or additions coverin Contractors shall also meet the thereby. I P � 0 120 20 ?2 1/2 ° 0 where such requirements are more strict than those standards cited 7.- Plans Drawings are basically diagrams intended to depict p 9 9 11 S are 120 20 1 above. approximately equipment locations and arrangements, not to show � � � minor detail. Plans shall not be scaled to determine exact loads, electrical riser or service entrance that deviates from the original electrical equipment, electrical installation, distribution of the electrical ---- �- ^- � -•--- "°' � Sub -total Load 1865 840 Sub -total Load 3036 1212 eve d _ 1 � � �� Surveillance Ca '" ��`he Total Load Total Load licensed in their respective discipline. Work shall be done in a first 3. Workmanship All work shall be performed by contractors location and dimensions. signed, sealed and approved electrical pans. �.. i e ,� , t F cin l c ec F I a1 EH Panel Va = 2 705 + 4 248 = 6 953 va lass anner o and to the acts of the 8•- Interference The Contractor shall coordinate his work with other B.- Proposed electrical changes, additions and modifications that deviate Rl.FTiifi tiCaFtl4Ad, USL' AP ti c m full y pe restive p tance signed, originally AA roved b a L3iEaC 3 PART kr tIO S" o Architect and the E Contractor shall provide for all trades so that interference with existing conditions, conduits, piping, from the original 9 ned, sealed plans Y the Building ;}� _J £ J.D- _ �''�' J* 25 % continous lighting load = 750 va g equipment, architectural and structural members be avoided. Dept. which are intended to be included by the electrical contractor in its �' ° ` A . necessary labor and material required for the completion of the o l arger � "as- built" drawings shall be reviewed by the engineer for a written SOUNa. kraFar 'r'M�:A+f vAtA.°r ;�'+�c'rca5 / yENF, t:s�kt. 25 motor = 273 va work including but not limited to related work such as connection of At d I}9uBi G fC to r3Rr<ripLy rkrl+ 'HOLD axl? ;A.inrTl':M: X iC ,Ai3�"ARY c01i1.: VAL I X494 existing sys exc v t' a d back 9,- Substitutions Products and materials called out by trade name approval before the changes, modifications or additions are 9i 122.015 #3FiZ G.3, bkk,ri s"�koR GCt3 i1.t35 r1 FRffdFC9iJN t#P IM9E m, ;,kti. x g a s ions n ba filling. ikla T LU otal VA = (7,976)1(240) =33 AMPS and /or catalog numbers establish a standard of quality, appearance, implemented. The engineer shall not be responsible and will not DE�1_ AP Lathy Ali; U , 14 1 U DE WS & PHQf4V 4. Material : Contractor shall provide all new materials of American performance and dimension. Contractors shalt base his proposal on integrate field changes into the original plans that have not been 9 the Underwriter Y t UL ) label as those - -- -- 1 l# vrixrT ' s r r t manufacture bearing ' th items as they shall be considered as a standard basis of consulted and pre - approved before theirfield implementation. Underwriter's Laboratory y, w .7°?L~ I- A70 2 at tax B. C M1tiiCT a TrttJ Ala G i ;3 n AP .M >f trEE, applicable. Materials shall be new, suitable for the application and bidding. Requests for substitution shall be submitted in writing to the w p ,_ a3t �.>N, ( c rr ® SVTJI' , a�._C X above standard quality normally used for the purpose as called for ArchilectlEngineer, demonstrating that product is of comparable and lans. Sup materials, and components C. -The integration by the engineer of field changes, modifications and on Su com basic design, construction, standards and warranties, dimensions to additions into the original set of plans to create a final of "as- built" plans _ " -" °�' " LLl fit without change, A A A , and does not cause extra work to other trades. is not included in the original contract and shall be considered an necessary to comply with the intent of the Contract drawings and/or g x suer „0 ,aa�u� f nR d w,: ATTti.1Y tg0.P,3 Srhi ?} A10 A _ Ail „a2. + s' specifications, but not noted or specified on these sections, shall be Contractor shall be responsible for providing equality of substitution: optional item ?ds5 - :, .8 ii , e Oi # f YLttS Architecf/En inset will, under no circumstances, be required n a {sktN. ' ,ar# r provided by the Contractor as required for the completion of the work 9 e9 to rove p at no additional Cost to the Owner. Contractor shall be responsible for provisions and coordination of deliv er y of mater p such item is or is not of equal quality to the specified item. Isis. Equipment merit Archrfect/Engrneer expenses recurred due to Contractor's requested CariOriCT s�PAi� ...T n.<,.a li'VE S rm- ELfr;r1 STP,*(Es Alp�fuk " #&i Gat nab q G -[k "�r marred during shipment or installation shalt be touched up and revisions or substitutions shall be paid by the Contractor. S iEif#[a� a� 00 t refinished to factory finish, replaced where not acceptable. _ kR 4. ft ':Ali i 6+71 #Z2 G.A.Wfi L1 {3) T S EDD PAIR, PkiRS IN!.XAD.,, 'C;.�:T3 MODULAR StCURitr d±F_. 51A1; & Kw NOTES Load measured on 02124109 @t0:30A,M.On Feeder Conductors t t� 1- SECURITY SYSTEM PROVIDE 1 E.C. WJ PULL STRING TO FINAL TERMINATION POINT serving Panel " E D.B." BUILDING 2 -DATA : PROVIDE 1" E.C. Wf PULL STRING TO FINAL TERMINATION POINT Panel with FULL Load Connected Phase Amps (CABLE BY OTHERS). n Client Information "A' 125.4 3- CONTRACTOR SHALL VERIFY WITH ARCHITECT & UTILITY COMPANIES "e" 116.7 >� LLB ^c° 120.9 THE FINAL TERMINATION POiNT FOR ABOVE CONDUITS. Neutral 15.48 4 -ALL CONDUCTORS UNDER VEHICULAR TRAFFIC MUST BE BURIED AT LEAST 24 ". 1.425 NW 62nd STREET INSIDE EXISTING INSIDE EXISTING AS PER NEC -2005 ART 300 -5. THE CONTRACTOR SHALL VERIFY THE LOCATION FT. LAUDERDALE, FL 33309 C() T+ - TCR OF UTILITIES UNDER THE GROUND TO AVOID DAMAGE. VERIFY LOCATION WITH (954) 473 -7039 UTILITY COMPANIES. A WARNING RIBBON SHALL BE PLACED AT LEAST 12 INCHES PANEL "D.B." LOAD INCREASE SERVICES THE UNDERGROUND INSTALLATION FOR UNDERGROUND SERVICES CONDUCTORS AS PER NEC 300.5(D)(3) Project N€ tuber NEW ATM CIRCUIT ....................... ..........................7,553 VA EXISTING TELECOMUNICATION FOR MORE INFORMATION SEE TRENCHING DETAIL IN SHEET E -01. 25 %CONT. LOAD ............................ ............................750 VA Electrical on ra or s a verity 30' 08042 25% LARGE MOTOR ........................ ............................273 VA the exact existing ATT Tele CAD File Name TOTAL VA .............. ................. .. ........ .. ..............7,976 VA M location shown in i this s r riser ser a and In the Site Pian , O u � Bank at America, I`�R::arrii Shores Walk-up ATM LOAD INCREASE: EXISTING Description 7,976 VA 1 240 V = 33 AMPS D.B. PANEL - -- F � - 600 Amp LOAD CALCULATIONS SPECS. 120/240 V Seale i _ = 30,4W N i MOTE' rl 3 #8 thwn Cu & 1 #10 thwn(G) Consultant Seal /Signature -- EXISTING SOURCE PAN ELS,FEEDERS,SERVICE Security in 1 " PVC Schd 80. EQUIPMENTI'WIRINGS ARE ADEQUATE FOR THE to existing Panel D.8 NEW TOTAL LOAD. Data /Phone See Note 1 see Note 4. SEE N 4 .d TCAPA CONSULTING ENGINEERS CA # 7055 13831 SW 59th ST., S -107, Miami, FL 33183 @ p See Note 3 DBA Florida Corporation - Tel: 305- 386 -7152 tcarmstron tca a.com - Fax: 305 - 386 -7153 - www.tcapa.com Tomas C. Armstron P. E. E E. PE -17974 10' GROUND ROD ._. � Date: 0911412009 - L see Note 2 Em t 1 " PVC Schd 40 for THW Dotes %Phone, See note 4. 1 8 CONDUCTORNDlNG Empty 1" PVC Schd 40 for Security, See note 4 -E =_ = ELECTar-a"I"AL K 1" NTS Em02