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CC-08-314_Plans � II Hand I niti V � %no a A I it M m I S H Aom46 R BANKIN Ao mm % , I H u.B. RIU ELLIS mlXw/ I A M U 8 Li G 111 WESTMINSTER ST. SITE ID: FLMIAS200 PROVIDENCE R 02903 PH: 401 278 2728 9 190 I SCAYNE BLV CONTACT: Erik Aslaksen MIAMI FL 33 ' CUSTOME PARKIN ARL' DESIGN I I L I M M i I I � I I Y ENTRY C ('" ) RATIVE I Alta 151 VILLA AV S 200 I ATM RM TELLER AREA WORK RM C ORAL GABLES, FLORIDA 33134 _ MEN slcoPE OF WORK d O MECHRM CL P H: 3 442 1188 IN TERIOR AND EXTERIOR WOMEN B I - aIIN ®i CAP AC C E S S I E I LTY _ S O VE MECH RM CONTACT. Andres Rodr R IM PROVEMENTS. BREAKRM C.B. STOR 13 I � 1 SAFE DEPOSIT OFFICE 1 1 0 0 00 O n 0 0 cl OFFICE 3iJ`t'$ R ; OFFICE nurs\rn � � ENTRY ? �..3 ...............I�. ���...ft...._......J Y 1 RIVE THRU TELLER i Y �_• lF 6 30tl Ell \nice mxmv F: I r f Y I I� 1 ' DRIVE -THRU T ER3 w _. O st! \ ; ' s \ - "' : 3 i I : �£ = I! CUSTOMER P RK G e i! b I 0 0 Jti T I 0 LOCATION MAP N I 0 0 �P 0 �I EXISTING PARTIAL SITE PLAN / FLOOR PLAN AM nn r c;l SCALE: 1/16" = 1' -0" 1 OF 9 #07151 -09 BOA -MIAMI SHORES -ADA INITIATIVE l - _ - - - __ _ _ _ _ _- REFLECTED CEILING AND MECH. ELECTRICAL PLAN NOTES CONT. FINISH PLAN NOTES GENERAL DEMOLITION NOTES: GENERAL NOTES &CONDITIONS GENERAL NOTES (CONT.) CONSTRUCTION PLAN NOTES(CONT.) SYSTEMS NOTES CONT. W::,... y N ��� air 3.11 HVAC SUPPLY, RETURN, EXHAUST GRILLES SHALL 4.13 COORDINATION OF ELECTRICAL WORK WITH 6.9 ALL PARTITIONS SHALL RECEIVE VINYL BASE INSTALL- 8.1 REMOVE EXISTING RECEPTACLES, TELEPHONE, SWITCHES, AND ANY j L CONTRACTORS PERFORMING WORK CONVENTIONAL DRYWALL CONSTRUCTION, SPECIFIED IN MECHANICAL DRAWINGS OR SPECIFICATIONS FOR GENERA OF WORK NECESSARY TO THE PROPER 2.8 ALL C BE AS SPECIE E ELECTRICAL DEVICES IN WALLS TO BE DEMOLISHED. RELOCATE ANY 1.21 ANY ITEM IF NOT SPECIFIED. GC TO Y GC. RECEIVING BASE SHALL BE PREPARED AS REQUIRED. HVAC, CABINET WORK, CARPENTRY, FURNITURE, ATION EXCEPT WHERE OTHERWISE NOTED. ALL SURFACES OF THESE DEVICES AS INDICATED OR REQUIRED BY THE DRAWINGS, I f > FOR BANK OF AMERICA COMPLETION OF CONSTRUCTION WHICH IS NOT FURRING, SHEATHING, THIS CONTRACT, SHALL BE "BUILDING STANDARD" AS DETAILED REFER TO LEGEND ENTRIES, ON VERIFY CONFORMANCE OF SPEC WITH BUILDING SHALL BE ASSURED B / /%. , .. ALLY COVERED IN THESE DOCUMENTS SHALL ( ARCHITECT, OR OWNER REPRESENTATIVE. PROVIDE ARCHITECT WITH A ,, ITECTU ; > SPECIFIC DRYWALL JOINTS SHALL BE ELEMENTS SHALL BE 4.14 RACEWAYS PROVIDED BY OTHERS WITHIN INDICATED AS RECEIVING CARPET FLOOR AS -BUILT OF DRAWINGS OF FINAL INSTALLATION FOR RECORD • ,;. CONSTRUCTION PLAN). STANDARDS. ALL HVAC ELEME A. AREAS INDI , � r ,r ''` "' DESIGN RATIVE � /,' f/. 1.0 TENANT- BANK OF AMERICA C/0 TRAMEL CROW COMPANY BE PERFORMED IN A MATTERS DEEMED GOOD ) CORNERS PURPOSES. CONTRACTOR IS NOTIFIED THAT NOT ALL EXISTING DEVICES i. - ii TAPED /SPACKLED LEVEL. EXTERIOR OFF -WHITE (TO MATCH CEILING) INSTALLED FLUSH CUSTOM CABINETRY AND MILLWORK OR OFFICE FINISH SHALL HAVE STRAIGHT BASE APPLIED, r, �` y '" LANDLORD- BUILDING OWNER /REPRESENTATIVE PRACTICE OF THE TRADE INVOLVED. SHALL RECEIVE METAL CORNER REINFORCING BEAD MAY HAVE BEEN INDICATED ON THE DRAWINGS AND THAT SOME 1; . i GC-GENERAL CONTRACTOR. AND TRUE AND CENTERED WITHIN THE CEILING LANDSCAPE PARTITION SYSTEMS SHALL BE PRIOR TO CARPET INSTALLATION. »J GC G AND BE SPACKLED IN CONVENTIONAL MANNER. NO EXISTING ELECTRICAL DEVICES MAY NOT HAVE BEEN SHOWN IN THEIR ! / //' SIGN IS BASED ON MIN. SOIL GRID. LOCATIONS SHALL BE PER APPROVED USED FOR ELECTRICAL INSTALLATIONS. B. AREAS INDICATED AS RECEIVING VINYL ACTUAL LOCATION. CONTRACTOR IS REQUIRED TO VISIT SITE AND 'k%` I �� '..r, ; 1.22 VAULT FOOTING DE HORIZONTAL DRYWALL JOINTS SHALL BE ACCEPTED MECHANICAL PLANS UNLESS OTHERWISE NOTED ON CD'S, TILE FLOOR FINISH SHALL HAVE ME FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO M COMPOSITION BECOME 1.1 UPON COMPLETION OF THE JOB, THE CONTRACTOR BEARING PRESSURE OF 2500 P.S.F. UNLESS APPROVED BY ARCHITECT. BUTTED UNTAPED OR AS DIRECTED BY ARCHITECT. 4.15 OFFICE LANDSCAPE PARTITIONS: MODULAR PROVIDE THE OWNER AND ARCHITECT WITH: DRYWALL JOINTS ARE NOT ACC EPTABLE. FULL POWER WAYS AND RECEPTACLE DEVICES FOR COVED VINYL BASE APPLI AFTER VINYL DETERMINING THE WORK THAT NEEDS TO BE ACCOMPLISHED AS PART 151 SEVILLA AVENUE, SUITE 200 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 ELECTRICAL SERVICE IN LANDSCAPE PARTITIONS COMPOSITION TILE INSTALLATION. OF HIS /HER BID. 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 CORAL GABLES, FL 33134 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 OFFICE: (305) 442 - 1188 FUNCTIONAL CONSIDERATIONS DICTATE. ELECTRICAL SUBCONTRACTOR TO PROVIDE INVISIBLE. GC SHALL PROVIDE AND MAINTAIN WORKCOINCIDENTAL HERETO. TOGETHER WITH SUCH TEMPORARY CONTRACTOR. HEADS. SPRINKLER HEADS SHALL BE FLUSH A. ALL NEW DRYWALL CONSTRUCTION SHALL BE D. THE ORIGINAL BUILDING PERMIT PLANS WITH THE ORIGINAL UNTED OR AS PER B ASE 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 FAX: (305) 445 -1509 MO PROPERLY PREPARED TO RECEIVE SPECIFIED PRECEDENCE WITH RESPECT TO OVERALL SCOPE LANDSCAPE PANELS AND TO INSTALL DEVICES COMPOSITION TILE FOR THE DURATION OF CONSTRUCTION PROGRAM. APPROVAL SHALL BE SECURED FROM THE LANDLORD / WWW. ADCINTERNATIONAL.NET CONTRACTOR SHALL COORDINATE. FINISH MATERIAL(S) IN MANNER FULLY OF WORK. IN ACCORDANCE WITH MANUFACTURER'S AND REMOVE PROTECTION ONLY I MMEDIATEL Y BEFORE ARCHITECT PRIOR TO CUTTING /DRILLING ANY STRUCTURAL SUPPORT. e` INSPECTOR'S SIGNATURES. 1.2 TENANT WILL NOT BE RESPONSIBLE FOR: 1.24 PROVIDE WATER PROOFING MEMBRANE ON ALL NEW ACCEPTABLE TO ARCHITECT. SPECIFICATIONS. A. SECURITY OF MATERIALS OF WORK IN PLACE. RADE POURS. THAN ONE ROOM, 3.13 DUCTWORK, WHEN CONTINUOUS THROUGH MORE SHALL BE ACOUSTICALLY LINED JOB COMPLETION, FLOOR WILL BE THOROUGHLY CLEANED RELOCATION8.3 ALL BUILDING CONSTRUCTION AFFECTED BY THE REMOVAL , CONCRETE SLAB ON G 4.16 AVAILABILITY OF ADEQUATE POWER SERVICE OF ALL ADHESIVE /CONSTRUCTION STAINS AND RECEIVE B. AIR CONDITIONING WORK NOT BEING PROPERLY B. TAPED JOINTS, CORNERS, 'DIMPLES' OR SCREW TO DIMINISH SOUND TRANSMISSION THROUGH SHALL BE VERIFIED BY ELECTRICAL APPROPRIATE TWO (2) COATS NON -SLIP WAX APPLICATION , INSTALLATION OF ANY PIECE OF EQUIPMENT SHALL BE Z SHALL PREPARE EXISTING AND NEW HEADS SHALL BE SPACKLED SMOOTH AND DUCTS. BLUFFED TO REPAIRED AND FINISHED AS REQUIRED TO MATCH EXISTING CONDITION PERFORMED TO ALLOW FOR PROPER COOLING OF THE CONTRACTOR. COSTS FOR ADDITIONAL WHICH IS TO BE THOROUGHLY MACHINE 1.25 CONTRACTOR OR AS DIRECTED BY THE ARCHITECTURAL DRAWINGS, SPECIFICATIONS, O 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.) IS DONE IN COORDINATION WITH THE BUILDING FLOOR SURFACES FOR PROPER LEVELING TO RECEIVE SURFA NO BULGING OR UNEV FINISHED 3.14 CLEARANCES FOR ALL RELATED CEILING PLENUM REQUIRED, SHALL BE INCLUDED IN BASE BID. OR OWNER'S REPRESENTATIVE. ENGINEERING STAFF. NEW PROPOSED FLOOR FINISHES. RYWALL WILL BE ACC EPTED THAN ONE ROOM, SHALL BE ACOUSTICALLY LINED A. GC TO SUPPLY AND INSTALL VINYL ALL FINISHESH 4.17 CONNECTION O 8.4 WHEN ELECTRICAL DEVICES ARE INSTALLED IN PARTITIONS OR D . NO ADDITIONAL COST. F SERVICES: ELECTRICAL (UNLESS OTHERWISE NOTED). CEILINGS TO BE REMOVED, THE ELECTRICAL CONTRACTOR SHALL C. WARRANTY REPAIRS. 1.26 CONTRACTOR IS TO PROVIDE PROPER BACKING AND 3.15 SPECIAL COOLING REQU IREMENTS/SUPPLEN MENTAL CONTRACTOR SHALL PROVIDE FOR DISCONNECT THEM UP TO THE NEXT OUTLET TO REMAIN OR BACK TO D. WINDOW BREAKAGE DURING CONSTRUCTION. STOPPAGES DUE TO WORK INTERFERING WITH 2.9 ALL EXISTING HOLES /CRACKS IN SLAB AND THOSE SIGNED AND SPECIFIED IN THE CONNECTION OF TENANT TELEPHONE ROOM B. GC IS RESPONSIBLE FOR ALL FLASH (PATCHING PANEL THE BOARD. IF EXISTING TO REMAIN OUTLETS ARE FED THROUGH STATE OF FLORIDA R- 0010536 E. WORK MECHANICAL CD'S CONTRACTOR SHALL COORDINATE BRACING AT ALL AREAS TO RECEIVE MILLWORK RESULTING FROM THE CONSTRUCTION PROCESS SYSTEM SHALL BE DE WITH BUILDING TELEPHONE CLOSET AS REQ'D. CABINETS, SHELVING, ETC. AND TO HAVE FLOOR IN CONDITION 1f0 RECEIVE DEMOLISHED PARTITIONS OR CEILINGS, THE CIRCUIT SHALL BE RAYMUNDO FEITO, R.A. AA- C001315 OTHER TENANTS. SHALL BE FILLED /REPAIRED AND THE SURFACE ABOVE CEILING CONDITIONS FOR THIS INSTALLATION. 4.18 EXISTING SIGNAL CABLES, IF IN USE BY RESIDING EITHER CARPET AND /OR VINYL COMPOSITION TILE. REARRANGED TO MAINTAIN CIRCUIT CONTINUITY, WIRE SHALL BE F. DELAYS DUE TO CHANGE ORDERS PATCHED SMOOTH AND LEVEL WITH ADJACENT TENANTS, MAY NOT BE DISTURBED OR CUT. GC REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT FLOOR SURFACE, IN A MANNER ACCEPTABLE TO 3.16 WATER HEATER SHALL BE SPECIFIED ON RELATED SHALL BE RESPONSIBLE TO RESTORE ANY SERVICES 6.11 GC SHALL PROVIDE AND MAINTAIN C OMPLET E REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. G. PAYMENT PF ANY DRAW W ARCHITECTS AND TENANTS REPRESENTATIVES AGREEING COMPLY WITH AWI CUSTOM STANDARDS, TYP. ILL BE SUBJECT TO THE 1.27 ALL PROPOSED MILLWORK CONSTRUCTION SHA LL THE ARCHITECT. CONTRACTOR SHALL MAINTAIN FIRE 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 Architect •Seal/S TO THE DEGREE OF COMPLETION. TEN PERCENT (10�) RATING WHEN FILING HOLES, ETC OF EACH DRAW WILL BE HELD AS A RETAINER UNTIL A. HEATER SHALL BE, STORAGE 4.19 IS COMPLETE. PROTECTION SHALL BE REMOVED PRIOR TO JOB COMPLETION. ONLY ALL ELECTRIC 1.28 CONTRACTOR SHALL COORDINATE AT ROUGH CKING GROUNDS ETC. TANK TYPE INCLUDING ALL NECESSARY PIPING, 4.20 REFER TO SCOPE OF MECHANICAL AND HVAC IMMEDIATELY 8.5 tk EQUIPMENT SHALL BE REMOVED FROM STRUCTURE Construction Documents for: THE JOB IS COMPLETED, INCLUDING PUNCH LIST ITEMS, 2.10 ALL NECESSARY WOOD BLO / - ACCESSORIES AND SAFETY FEATURES. INSTALLATIONS FOR RELATED ELECTRICAL WORK OTHER ELECTRI L I EMS ASSOCIATED WITH THIS WORK SHALL BE RELEASES OF LIEN, AND ACCEPTANCE OF THE SPACE FRAMING PRIOR TO INSTALLATION OF GYPSUM ARE TO BE SUPPLIED AS FACTORY TREATED FIRE- 6.12 CARPET SUPPLIER /INSTALLER SHALL PROVIDE CURRENT REMOVED IF NOT REQUIRED FOR NEW EQUIPMENT TO CONTINUE IN RELEASES THE TENANT AND ARCHITECT. WALL BOARD. ALL PROPOSED CONDUIT TYPES PROOFED ELEMENTS. GC SHALL FULLY COORDINATE B. ALL HOT WATER PIPES SHALL BE INSULATED. TO BE INCLUDED. STOCK SAMPLES OF SPECIFIED CARPET FINISHES FOR SERVICE. BY RUNS AND LOCATIONS W/ BANK VENDORS, SETTING /PLACEMENT OF THESE ELEMENTS AS REQ'D 4.21 BACK -TO -BACK ELECTRICAL OUTLETS MAY SHARE APPROVAL PRIOR TO ORDERING. PROVIDE VINYL BAWOFAMMCA BY LOCAL CODE /BUILDING OR SURROUNDING 3.17 FIRE PROTECTION SYSTEMS AS SPECIFIED OR COMMON DOUBLE ACCESS SERVICE BOX AND TRANSITION STRIPS AS SPECIFIED OR NECESSARY g,6 CONTRACTOR SHALL DEMOLISH ANY INTERIOR FINISHES TO COMPLETE 1.3 THE CONTRACTOR WILL: E. USI, ADT, AND DIEBOLD. TYP. CONSTRUCTION CONDITIONS. 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 MINIMUM SPRINKLER INSTALLATION MUST MEET SECURE THE NECESSARY BUILDING PERMITS AND INSPECTIONS. A. GROUNDS /BLOCKING MAY NOT BE WHOLLY SHOWN EXTENSION COLLAR WITH MUD -RINGS BOTH SIDES.) 6.13 GC, ALL VENDORS /SUBCONTRACTORS ARE RESPONSIBLE ARCHITECTURAL DRAWINGS, INTERIOR DESIGN DRAWINGS, SPECIFICATIONS, at : � INDEMNIFY AND KEEP HARMLESS THE OWNER FROM ALL 1.29 USE AND INTERPRETATION OF THIS DRAWING ON DRAWINGS AND GOOD CONSTRUCTION REQUIREMENTS OF NFPA 13. FOR FIELD VERIFICATION OF ALL DIMENSIONS, QUANTITIES OR BY OWNER REPRESENTATIVES. w S H O RES BANKING G CENTER LOSSES, DAMAGES, LIABILITIES, AND EXPENSES WHICH MAY DETERMINE 4.22 SLEEVES SHALL BE PROVIDED BY GC TO ALLOW MIAMI S A. GENERAL CONDITIONS OF THE CONTRACT FOR PRACTICE SHALL GOVERN/ 3.18 SPRINKLER HEAD LOCATION SHALL BE COORDINATED DATA /TELEPHONE CABLES TO PASS THROUGH FIRE ETC., OF THEIR RESPECTIVE WORK. 8.7 EXISTING FIXTURES, EQUIPMENT, AND ALL DEBRIS WHICH ARE ARISE OR BE CLAIMED AGAINST TENANT AND BE IN FAVOR CONSTRUCTION, AIA DOCUMENT A201, ARE A PART USE WHERE A QUESTION ARIS ES RMINE SAID WITH OTHER TRADES BY GC AND SHALL BE AS RATED PARTITIONS AND SHALL BE FIRESTOPPED BY G.C. 6.14 LLATION REQUIRED TO BE REMOVED SHALL BE REMOVED BY THE CONTRACTOR. 9190 BISCAYNE BOULEVARD OF ANY PERSONS, FIRMS, OR CORPORATIONS FOR ANY OF A CONTRACT DOCUMENT A5 DESCRIBE USE AND B. GC TO PAY PARTICULAR ATTENTION TO ALL SPECIFIED BY ENGINEER OR AS REQ D BY CODE. GC SHALL L RESPONSIBLE FOR ABOVE CEILING CONTRACTOR TO COORDINATE WITH OWNER REPRESENTATIVES PRIOR TO MIAMI SHORES FLORIDA 33138 INJURIES OR DAMAGES TO THE PERSON OR PROPERTY OF INTENT OF THE DRAWINGS. THE CONTRACT LOCATIONS OF DRYWALL PARTITION SPRINKLERS SHALL BE CENTERED WITHIN EACH CEILING OF WOOD BLOCKING /GROUNDS ABOVE C (LING AS REMOVAL OF SUCH. ' ANY PERSONS, FIRMS, OR CORPORATION CONSEQUENT UPON DOCUMENTS TILE TO PROVIDE A UNIFIED, CONSISTENT AND AESTHETIC NECESSARY FOR VERTICAL BLINDS, DRAPERIES, ETC., , CONSTRUCTION THAT ABUT OR RECEIVE UNLESS OTHERWISE MENTS INCLUDE NOT ONLY THE DRAWINGS NOTED 8.8 OR ARISING FROM THE CONSTRUCTION, USE, OR OCCUPANCY MILLWORK OR CABINETWORK CONSTRUCTION. ARRANGEMENT. HEADS SHALL BE WHITE FLUSH TYPE ( ALL ELECTRICAL AND PLUMBING LINES WHICH REQUIRE REMOVAL OR LINES TO BE OF LEASED PREMISES BY THE CONTRACTOR OR CONSEQUENT BUT ALSO THE OWNER - CONTRACTOR AGREEMENT, INTERNAL WOOD BLOCKING SHALL BE OR BUILDING STANDARD IF EQUAL OR BETTER. ALTERATION ARE TO BE DONE SO BY THE CONTRACTOR. UPON OR ARISING FROM ANY ACTS, OMISSIONS, NEGLECT OR CONDITIONS OF THE CONTRACT, THE SPECIFICATIONS, SUPPLIED FOR STURDY ANCHORAGE AT EXIT LIGHTS, SWITCHING, ETC. 6.15 GC SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL CAPPED AND PREPARED FOR REMOVAL OR RE- ROUTING AS SPECIFIED 3.19 LIGHTING FIXTURES, E FAULT OF THE CONTRACTOR , HIS AGENTS, SERVANTS, ADDENDA AND MODIFICATIONS ISSUED AFTER INTERSECTIONS OF WOOD /GLASS BORROWED SHALL BE PROVIDED XI GC. ENGINEERING PLANS 5.1 SCOPE: ALL FURNITURE SHOWN IS TO BE PROVIDED ALL WINDOW COVERINGS. EMPLOYEES, LICENSEES, VISITORS, CUSTOMERS, PATRONS, EXECUTION OF THE CONTRACT. THESE CONTRACT LIGHT PARTITIONS AND ADJACENT DRYWALL SHALL GOVERN LOCATION, AND SHALL BY VENDORS OTHER THAN GC. SCOPE OF WORK BY OR INVITEES, OR CONSEQUENT UPON OR ARISING FROM THE DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS CONSTRUCTION, AS REQUIRED. PREVAIL IN QUESTIONS OF CIRCUITING AND SCOPE. GC IS RELATED TO COORDINATION OF INSTALLATION .9 REMOVE ALL UTILITIES IN DEMOLITION AREAS AND CONSTRUCTION AREAS IN A MANNER ' AND IN THE TIME Issue Date Issue Description Drawn v eo e y 8 CONTRACTOR'S FAILURE TO COMPLY WITH ANY LAWS, REQUIRED BY ANYONE SHALL BE BINDING AS IF WITH VENDORS. C. BLOCKING FOR ALL MILLWORK INSTALLATIONS, COMPANY. IF UTILITY COMPANY DESIRES SATISFACTORY TO TH UTILITY TO EFFECT THE REMOVAL OF 01 11�05/07 AC AR 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 BUILT -IN FURNITURE, DRAPERY TRACKS AND SUBMITTED ARCHITECT SB BY GC FOR REVIEW /APPROVAL. 5.2 ALL FURNITURE AND EQUIPMENT IS NEW EXCEPT AS PRELIMINARY REVIEW PRESENTATION BOARDS SHALL BE PROVIDED DAMAGES, LOSSES OR INJURIES TO THE PERSONS, FIRMS THE SAME MATERIALS AND DETAILED SIMILARLY SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT. NOTED. 8.10 COVER ITEMS AS SPECIFIED BY OWNER OWNER REPRESENTATIVE TO OR CORPORATIONS EXCEPT WHEN SUCH INJURY, LOSS, OR AS SHOWN MORE COMPLETELY ELSEWHERE IN BY C REFER TO FURNITURE PLAN PROTECT FROM DUST AND DEBRIS. H OWNER HIS THE CONTRACT DOCUMENTS. AND FINISH PLAN FOR COMPLETE SCOPE. 3.21 EMERGENCY LIGHTING AND ANNUNCIATOR /ALARM 5.3 FURNITURE SUPPLIER IS TO PROVIDE AND INSTALL 02 11�06�07 AC AR DAMAGE RESULTS FROM NEGLIGENCE OF THE REFER TO MECHANICAL PLAN FOR BLOCK 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 AGENTS, OR EMPLOYEES, AND THAT THE CONTRACTOR WILL REQUIREMENTS FOR WALL MOUNTED HVAC SUBSTITUTIONS. PRICES ARE TO INCLUDE SHIPPING AND CABINETRY INCLUDING WOOD DOORS„ JAMBS, FOR RE- INSTALLATION. OWNER MAINTAINS OWNERSHIP OF ALL PRICING ISSUE - - IDEMNIFY AND KEEP HARMLESS THE OWNERS AND BE IN B. BY USE OF THE DRAWINGS FOR CONSTRUCTION EQUIPMENT IN TELEPHONE EQUIPMENT ROOM. 3.22 AND FREIGHT CHARGES AND FEES, LICENSE, FRAMES, WINDOW FRAMES, TRIM, COUNTERS, MATERIALS UNLESS OTHERWISE SPECIFIED. PERMITS AND INSTALLATION BY QUALIFIED LABOR 03 01 /25/08 AC AR FAVOR OF ANY PERSONS, FIRMS, OR CORPORATIONS FOR ANY OF THE PROJECT THE TENANT AND LANDLORD 3.23 ELECTRICAL WORK SHALL BE PERFORMED IN PANELS, MOLDINGS, CABINET REVEALS, FILE INJURIES OR DAMAGES TO THE PERSON, OR THE PROPERTY 2.11 GC SHALL PROVIDE GENERAL CARPENTRY AS ACCORDANCE WITH THE LATEST "NATIONAL DURING NORMAL BUSINESS HOURS. OVERTIME WHERE EXISTING WALLS, CEILINGS, AND FIXTURES HAVE BEEN REMOVED, PLATFORMS, BLOCKING AND INSTALLATION OF 8.12 REPRESENTS THAT THEY HAVE REVIEWED AND REQUIRED FOR WORK WHICH MAY NOT FALL INTO DELIVERIES, IF REQUIRED BY BUILDING AREAS SHALL BE PATCHED S, MATCH EXISTING FINISHES, OF ANY PERSONS, FIRMS OR CORPORATIONS WHERE SAID ELECTRICAL CODE" AND ANY AND ALL APPLICABLE RELATED HARDWARE IS TO BE COMPLETED BY OR FINISHES PERMIT ISSUE - - - -- - - APPROVED THE DRAWINGS, AND THAT THE JURISDICTION OF A SPECIFIC TRADE, BUT IS MANAGEMENT ARE TO BE COORDINATED WITH AND TO BE ADDED AS PER PLANS, INTERIOR DESIGNER, OR AS PER OWNER INJURIES OR DAMAGES AROSE ABOUT OR UPON THE LEASED STATE AND LOCAL CODES /ORDINANCES. MILLWORK CONTRACTOR (MC) AS SUBCONTRACTOR CONSTRUCTION DOCUMENT PHASE OF THE PROJECT REQUIRED FOR PROPER JOB EXECUTION AND APPROVED BY ARCHITECT. PREMISES AS A RESULT OF THE HE NEGLIGENCE OF THE TO GC UNLESS OTHERWISE NOTED. 8.13 CONTRACTOR, HIS AGENTS, EMPLOYEES,SERVANTS, LICENSEES, IS COMPLETE. THE CONTRACTOR REPRESENTS COMPLETION OF CONSTRUCTION. 3.24 CLEANING: BEFORE JOB COMPLETION, THE FOLLOWING 5.4 VENDOR SHALL ALLOW FOR ANY BUILDING 8.14 WHERE EXISTING WORK IS DAMAGED IN THE EXECUTION OF THIS z SHALL BE SATISFIED: --- THAT HE HAS VISITED THE SITE, FAMILIARIZED 7.2 ALL DRAWERS SHALL BE FULL EXTENSION VISITORS, CUSTOMERS, PATRONS, AND INVITEES. ALL HIMSELF WITH THE LOCAL CONDITIONS, VERIFIED 2.12 INSTALL ALL PLUMBING NECESSARY FOR THE ELEVATOR USE FEES, LOADING DOCK FEES, ETC. WITH HEAVY DUTY GLIDES. PROVIDE SILENCERS CONTRACT, OR WHERE OPENINGS ARE LEFT DUE TO THE REMOVAL OF Z PERSONAL PROPERTY PLACED OR MOVED INTO OR OUT OF FIELD DIMENSIONS AND CORRELATED HIS INDICATED PLUMBING FIXTURES /APPURTENANCES. A. ALL LIGHT FIXTURE INTERIORS AND LENSES SHALL AND SHALL COORDINATE DELIVERY SCHEDULES 0 ALL CABINET DRAWERS. PIPES, EQUIPMENT OR APPARATUS, THE SAME SHALL BE REPAIRED OR Z OBSERVATIONS WITH THE REQUIREMENTS OF THE SAID UNITS SHA THE BUILDING SHALL BE AT THE RISK OF THE CONTRACTOR LL BE AS SPECIFIED. BE WIPED CLEAN K ALL CONSTRUCTION DUST, WITH BUILDING MANAGEMENT AND ARCHITECT. Z OR THE OWNER THEREFORE AND THE OWNERS SHALL NOT CONTRACT DOCUMENTS. GRIME, FINGERMARKS, ETC., AND BE FULLY 7.3 SCHEDULING AND COORDINATION WITH OTHER CLOSED UP TO CORRESPOND IN MATERIAL, QUALITY, SHAPE AND FINISH TRACTOR FOR ANY DAMAGE 2.13 ANY ACCESS PANELS REQUIRED IN ANY 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 BE LIABLE TO THE CON FREIGHT ELEVATORS AND DELIVERY PATH TO WHETHER MILLWORK IS INCLUDED IN HIS WORK OR CALLED FOR. WHERE DAMAGE IS UNREPAIRABLE, NEW ITEMS OR TO ANY PERSONAL PROPERTY. C. THE CONTRACT SUM AND THE CONTRACT TIME CONSTRUCTION THIS CONTRA�SHALL BE B. ALL CAMPING WILL BE NEW AND FUNCTIONAL. ASSURE ADEQUATE PASSAGE. EQUIPMENT SHALL BE PROVIDED. CONTRACTOR SHALL PROVIDE ALL MAY BE CHANGED ONLY BY CHANGE ORDER TO APPROVED AS TO SPECIFIC SIZE, LOCATION, FINISH, NOT. NECESSARY WATERPROOFING, FIRE STOPPING AND SEALING OF 0 - 1.4 THE CONTRACTOR WILL CONFINE THE CONSTRUCTION DEBRIS THE CONTRACTOR SIGNED BY THE TENANT AND THE ETC., BY ARCHITECT. C. RECESSED INCANDESCENT FIXTURES SHALL BE 5.6 COMPLIANCE WITH LOCAL CODES AND ORDINANCES 7.4 FURNITURE AS SHOWN ON FURNITURE PLAN IS BY PENETRATIONS LEFT FROM REMOVED EQUIPMENT OR PRODUCED BY THIS W AND DUST TO THE CONSTRUCTION AREA, AWAY FROM ARCHITECT. ANY WORK PERFORMED IN VARIANCE 2,14 GC, SUBCONTRACTORS, AND ALL VENDORS ARE TO SIMILARLY CLEANED AND BE FUNCTIONAL AND SHALL BE THE RESPONSIBILITY OF FURNITURE OTHERS. REFER TO FURNITURE PLAN FOR WORK. L) COMPLETED TENANT SPACE OR COMMON AREAS, ALL AREAS WITH THE CONTRACT DOCUMENTS AND NOT COVERED' VERIFY ALL CLEARANCES (CORRIDORS, STAIRS, SHALL BE AIMED, IF CALLED FOR, PER REFLECTED VENDOR (INCLUDING PAYMENT OF ANY FINES FOR SCOPE OF WORK RELATED TO FURNITURE a INSTALLATION (FILE PLATFORMS, REVEALS, ETC.) OF THE BUILDING, ESPECIALLY ACCESS AREAS AND COMMON BY THE ARCHITECT'S WRITTEN ORDER FOR A MINOR ELEVATORS, ETC.) REQUIRED FOR DELIVERIES, CEILING PLAN. NON- COMPLIANCE). 8.15 INTERRUPTION OF EXISTING SERVICES AND /OR OPERATION OF LL AREAS, ARE TO BE MAINTAINED IN A CLEAN AND ORDERLY CHANGE IN THE WORK OR A CHANGE ORDER, WILL PASSAGE OF ALL JOB MATERIALS /EQUIPMENT. BY VENDOR FOR FACILITIES SHALL BE KEPT TO A MINIMUM. CONTRACTOR SHALL FURNISH 3.25 PROTECTION: ALL ELECTRICAL ELEMENTS, WHEN 5.7 PROTECTION SHALL BE PROVIDED V) ALL MATERIALS REQUIRED WHENEVER TEMPORARY CONNECTIONS ARE N FASHION. THE CONTRACTOR IS TO TURN THE IMPROVED NOT BE ACCEPTED. A. GC SHALL SCHEDULE FOR AND INCLUDE COSTS/ INSTALLED, SHALL BE PROTECTED FROM DAMAGE BY ALL SURFACES SUSCEPTIBLE TO DAMAGE DURING 7.5 DETAILING OF MILLWORK SHALL BE AS SHOWN. GC DELIVERY. VENDOR SHALL BE RESPONSIBLE TO SHALL SUBMIT SHOP DRAWINGS AND FINIISH SAMPLES NECESSARY TO MAINTAIN CONTINUITY OF SERVICE. INTERRUPTION Z PREMISES OVER THE PROPERT MANAGER IN A CLEAN FEES NECESSARY FOR USE OF BUILDING OTHER TRADES. COVER PLATES SHALL BE EXISTING SERVICES, THE INSTALLATION OF TEMPORARY FACILITIES, AND D CONDITION, READY FOR OCCUPANCY BY THE TENANT. ELEVATOR OR ANY SPECIAL CARTAGE, RIGGING, INSTALLED AFTER FINISH MATERIALS HAVE BEEN APPLIED. CORRECT ANY DAMAGES CAUSED BY DELIVERY. FOR REVIEW TO VERIFY CONFORMANCE TO SPECS. THE WORK OF MAKING FINAL CONNECTIONS TO THE NEW WORK SHALL BE 0 D. AS INSTRUMENTS OF SERVICE, ALL DRAWINGS, HOISTING DELIVERIES, TRANSPORTATION, ETC. DONE ONLY AT SUCH TIMES PERMITTED AND SCHEDULED IN ADVANCE 1.5 THE CONTRACTOR WILL REMOVE ALL TRASH AND DEBRIS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY CONNECTED WITH CONTRACT WORK. 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 BY THE ARCHITECT /OWNER WITHOUT ADDITIONAL COST. CARE MUST BE U) INCLUDING EXCESS MATERIALS FROM THE CONSTRUCTION SITE THE ARCHITECT ARE HIS SPECIFICATIONS AND B. GC SHALL COORDINATE CLOSELY WITH VARIOUS CONDITIONING SYSTEMS INSTALLED UNDER THIS COORDINATION WITH GC AND WORK BY OTHER REQUIRED. ARCHITECT WILL NOT VERIFY FIELD USED IN REMOVING SERVICES TO AREAS BEING DEMOLISHED SO THAT W AND THE BUILDING AND NO UNREASONABLE ACCUMULATION PROPERTY. THEY ARE TO BE USED ONLY FOR THIS ARCHITECT VENDORS OR CONTRACTORS, CONTRACT SHALL BE SUBMITTED TO ARCHITECT BY MECH TRADES SPECIFIED IN OTHER SECTIONS. CONDITIONS AND DIMENSIONS ON SHOP DRAWINGS. SERVICES TO OTHER AREAS WHICH MIGHT BE SERVED THROUGH THESE BE ALLOWED. PROJECT AND ARE NOT TO BE USED ON ANY OTHER REGARDING INFORMATION IN PART "A', CONTRACTOR FOR REVIEW. SERVICES TO BE FURNITURE VENDOR SHALL ASSEMBLE, PLACE AND AREAS WILL NOT BE INTERRUPTED. PROJECT. THIS NOTE, ABOVE. INCLUDED SHALL BE AS RECOMMENDED BY LEVEL CABINETS WITHIN ENCLOSURES PROVIDED. 7,7 COORDINATION OF MILLWORK WITH EXISTING AND 1.6 THE CONTRACTOR WILL COORDINATE THE DELIVERY OF CHANGES TO THE DRAWINGS NOT TO BE MANUFACTURER. CONTRACT TO BE ONE -YEAR (PLATFORMS, REVEAL STRIPS WORKTOPS, ETC., BY NEW CONSTRUCTION AND WITH MECHANICAL, 8.16 WHERE DEMOLITION WORK REQUIRES TEMPORARY INTERRUPTION OF USED ON ANY OTHER PROJECT. CHANGES TO THE TERM, RENEWABLE FOR ONE YEAR. MILLWORK CONTRACTOR.) FURNITURE AND OTHER RELATED ELEMENITS SHALL ELECTRICAL, TELEPHONE, TV, ALARM OR COMMUNICATION SERVICES, MATERIALS AND THE USE OF THE FREIGH T ELEVATOR AND DRAWINGS MAY ONLY BE MADE BY THE ARCHITECT. 2.15 EXISTING DRYWALL IN, ANY AREA OF BE THE RESPONSIBILITY OF THE GC. RESPECTIVE UTILITIES AND /OR COMPANY REPRESENTATIVES SHALL BE w REMOVAL OF DEBRIS WITH THE PROPERTY MANAGER THIS PROJECT (TO INCLUDE CORE AND PERIMETER 5.9 FREESTANDING FILE BANKS SHALL BE NOTIFIED AS NECESSARY, AND ALL WORK DONE SHALL BE UNDER `LJ ANY SUBMISSION OR DISTRIBUTION WITHOUT THE COLUMNS AND ALLS SHALL BE PATCHED, LEVELED AND BOLTED TOGETHER BY VENDOR. SUPERVISION AND THEIR ESTABLISHED STANDARDS. EXPRESS WRITTEN CONSENT OF THE ARCHITECT SPACKLED AS REQUIRED IF DAMAGED IN ANY CIFIED FOR ALL FILE CABINETS. Date S Delta Description Drawn By Checked By 1.7 THE CONTRACTOR IS RESPONSIBLE FOR ALL PARKING , , 5.10 LOCKS ARE SPE 7.8 MATERIALS SHALL BE AS SPECIFIED AND IN HIGHEST MAY BE CONSTRUED AS DEROGATION OF THE MANNER, TECT & THE BUILDING. DURING CONSTRUCTION TO SATISFACTION CABINETS WITHIN ONE BANK SHALL BE KEYED ALIKE QUALITY BY ACCEPTED COMMERCIAL AND INDUSTRY 8.17 ALL LIGHTING FIXTURES, RECEPTACLES, SWITCHES, WIRING DEVICES, Z I STANDARDS. SPECIAL OUTLETS, TELEPHONE CABLES, ON CABLES, MISCELLANEOUS VENDORS. 2.16 HARDWARE SHALL BE PROVIDED BY GC AS 7.9 SUITABLE MOISTURE RESISTANT /WATERPROOF SUBSTRATE SYSTEM ';�IRlNG, POWER CONDUCTORS, CONDUITS, ELECTRICAL BOXES, • CHARGES OF HIS EMPLOYEES, SUB - CONTRACTORS, AND ARCHITECT COPYRIGHT OR OTHER RESERVED RIGHTS. OF ARCH ELECTRICAL PLAN NOTES 5.11 LOCKS WHEN SPECIFIED FOR OFFICE SUITES AND SHALL BE USED FOR PLASTIC LAMINATE PIECES TO RACEWAYS AND ANY OTHER ELECTRICAL SYSTEM COMPONENTS a SPECIFIED. SEE MILLWORK DETAILS AND NOTES FOR SCOPE OF WOODWORKING AND HARDWARE. COMPONENT ASSEMBLIES SHALL BE KEYED ALIKE PREVENT FAILURE DUE 70 MOISTURE CONDITIONS. LOCATED IN THE AREAS SHOWN AS BEING DEMOLISHED OR NOT USED Z 1.8 THE CONTRACTOR WILL SUBMIT ALL CHANGES ORDERS TO 1.30 ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE REFER TO HARDWARE REQUIREMENTS. AFTER WORK IS COMPLETED SHALL BE REMOVED UNLESS OTHERWISE THE ARCHITECT FOR APPROVAL AND THE BLUEPRINTS ARE WITH ACCESSIBILITY GUIDELINES AS SET FORTH IN 2.17 ALL SUBSTITUTIONS, I.E., "EQUALS" MUST BE 4.1 SCOPE: GC SHALL PROVIDE ALL ELECTRICAL 7.10 SUBSTRATE FOR VENEERED AND LAMINATED NOTED AS EXISTING TO REMAIN OR BE RELOCATED. CONDUITS RUNNING Z TO BE REVISED ACCORDINGLY. THE FLORIDA BUILDING CODE 2000. SUBMITTED TO ARCHITECT PROJECT MANAGER FOR WORK AS SHOWN OR IMPLIED IN THESE IN SLAB AT FINISHED AREAS SHALL' BE CUT FLUSH, PLUGGED AND WRITTEN APPROVAL PRIOR TO SUBSTITUTION BEING DRAWINGS AND RELATED ENGINEERING 5.12 CONTRACTOR SHALL COORDINATE ALL HARDWARE PANELS SHALL BE FURNITURE GRADE PLYWOOD LOCKING REQUIREMENTS WITH TENANT, AND LANDLORD REP. FOR ALL HORIZONTAL SURFACES AND SHELVES. ABANDONED AFTER CONDUCTORS ARE REMOVED. NO WIRING SHALL Q FOR 1.9 THE CONTRACTOR WILL EXERCISE ALL DUE DILIGENCE IN THE CONTRACTOR AND SUBCONTRACTORS MADE. DRAWINGS IF ANY INCLUDING ALL CONDUIT BE LEFT ABANDONED AFTER WORK IS COMPLETED. d MAINTAINING IN A SAFE WORKING ENVIRONMENT AND TO SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION RUNS FOR ( ) (HIGH DENSITY PARTICLE BOARD MAY BE USED 2.18 GC SHALL REMOVE EXISTING FLOOR COVERING POWER AND SIGNAL; DRAG LINES; VERTICAL ELEMENTS.) ABIDE BY ALL OSHA REGULATIONS. OF SUCH. PULL BOXES; WIRING; RECEPTACLES AND 8.18 ALL DEMOLITION, RENOVATION, AND CONSTRUCTION TO COMPLY WITH W WHENEVER DESIGNATED FOR REMOVAL. SWITCHING DEVICES; CORE DRILLING AND FINISH PLAN NOTES 7.11 EDGES OF VENEERED PANELS SHALL MATCH NFPA 241. 1.10 UPON COMPLETION, THE CONTRACTOR WILL REMOVE ALL 2.19 DEMISING PARTITIONS SHALL BE SPECIFIED PATCHING; ETC.; AS SPECIFIED OR IMPLIED OR SURFACE. EDGES LESS THAN 1" SHALL BE w FOREIGN MATERIALS FROM WINDOWS, FLOORS, GLASS, WITH SOUND ATTENUATION BATTING, AS REQUIRED BY CODE OR BUILDING HARDWARE AND RESTROOM FIXTURES. I I UNLESS NOTED IN CD'S. STANDARDS. HARDWOOD. 8.19 DEBRIS SHALL BE REMOVED FROM THE SITE DAILY. 2.20 SOUND ATTENUATION BATTING SHALL BE SPECIFIED 7.12 WOOD VENEERS SHALL BE SINGLE SHEET 1 20" V 1.11 THE CONTRACTOR WILL NOT UNDULY DISTURB THE PEACEFUL CONSTRUCTION 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). W ENJOYMENT OF ANY TENANTS IN THE BUILDING. 2.21 SOUND ATTENUATION BATTING SHALL BE SPECIFIED EQUIPMENT, TERMINALS, ETC., EXCEPT AS INSTALLED , G.C. UNLESS OTHERWISE NOTED IN FINISH JOINTS AND GRAIN DIRECTION SHALL E INDICATED - E 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 AT ALL PARTITIONS AND CEILING FOR NEW SPECIFICALLY CALLED FOR, SHALL BE SHALL BE BOOK MATCHED UNLESS OTHERWISE RESTROOMS. PROVIDED BY OTHERS. GC SHALL PROVIDE FOR NOTED. 0 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 G ACCESS TO OTHER AREAS OF THE PROJECT PERSONNEL, THE BUILDING /LANDLORD REGARDING DELIVERIES, SCHEDULES, AS AL FINISH MATERIALS. ANY DELIVERY SCHEDULE 7.13 ALL VENEERS SHALL BE STAINED TO MATCH APPROVED 0! INSTALLATIONS REQUIRING REP(S), ARCHITECT PROJECT MANAGER, OTHERS, FOR BUILDING WET COLUMN WILL BE COORDINATED WITH THE REFLECTED CEILING AND DIRECTED BY ARCHITECT. THAT POTENTIALLY MAY CAUSE COORDINATION CONTROL FINISH SAMPLE. PROPERTY MANAGER. REVIEW OF PROJECT SCOPE, DESIGN INTENT, CONSTRUCTION QUA LITY EXPECTED, & FINAL MECHANICAL SYSTEMS NOTES PROBLEMS DURING THE FINAL STAGES OF 7.14 TYPICAL WOOD FINISH SHALL BE SHOP APPLIED DISCUSSION OF DRAWINGS /DETAILS /QUESTIONS. i ARCHITECTURAL DRAWINGS; ENGINEERING 4.3 LOCATIONS AND DIMENSIONS SHALL BE PER CONSTRUCTION /INSTALLATION SHALL BE BROUGHT DEMI -PORE RUBBED LACQUER. ENTRY DOOR AND 1.12 THE CONTRACTOR WILL INSTALL CONSTRUCTION AIR TO ATTENTION OF ARCHITECT , EARLY ON, FOR POSSIBLE FRAME SHALL BE FULL - FILLED RUBBED LACQUER DIMENSIONS ON DRAWINGS ARE FINISH FACE TO CONDITIONING FILTERS IN ALL RETURN AIR DAMPERS IN 2.2 3.1 SCOPE: GC SHALL FURNISH AND INSTALL DOCUMENTS (IF ANY) SHALL PREVAIL IN CASE OF REEVALUATION OF MATERIAL DESIGNATION. UNLESS OTHERWISE NOTED. ALL WOOD FINISH CONTINUOUS GRID SUSPENDED ACOUSTICAL TILE VARIATION IN SPECIFICATIONS. DISCREPANCIES THE DEMISING WALLS IN ORDER TO PREVENT CONSTRUCTION FINISH FACE OF PARTITIONS, COLUMNS, ETC., OR TO CEILING MATERIAL AS SPECIFIED AND AS INDICATED MUST BE BROUGHT TO THE ATTENTION OF ARCHITECT 6.3 A MINIMUM QUANTITY OF TWO (2) 1' -0" X 1' -O" SHALL INCLUDE: WASH COAT, SAND, STAIN, SEALER DUST FROM ENTERING THE MAIN AIR CONDITIONING SYSTEM. WHERE SHOWN, UNLESS OTHERWISE NOTED. ON PLAN AND PROVIDE CUT OUTS AND OTHER BEFORE START OF WO (TWO COAT VINYL), TWO COAT TOP -COAT (AWL RK. FURNITURE FINISH SAMPLES OF ALL SPECIFIED FINISHES AND DO NOT SCALE DRAW INGS PROVISIONS FOR OTHER TRADES AS REQUIRED. INDICATED ON PLANS IS FOR REFERENCE ONLY. CURREN STOCK CUTTINGS OF ALL SPECIFIED WALL- SYSTEM #2). 1.13 THE CONTRACTOR IS TO PROVIDE TO ARCHITECT FIVE COPIES WRITTEN DIMENSIONS TAKE PRECEDENCE OVER j 3.2 CEILING GRID SYSTEM SHALL BE IN CONFORMANCE 4.4 VARIATIONS FROM WORK SPECIFIED DUE TO COVERINGS SHALL BE PROVIDED FOR APPROVAL 7.15 FINISH SAMPLES SHALL BE SUBMITTED FOR APPROVAL GRAPHIC REPRESENTATION. DETAIL DIMENSIONS WITH ASTM C 635 AND WITH GENERAL PRACTICES AVAILABILITY OF MATERIALS; FIELD CONDITIONS, PRIO TO ORDERING. PRIOR TO FABRICATION AND FINISHING PROCESS. OF ALL SHOP DRAWINGS, PRODUCT INFORMATION SUBMITTALS, AN AP PLICABLE STATE AND LOCAL ORDINANCES. AND ALL OTHER SUBMITTALS REQUIRED FOR REVIEW, ETC. AT TAKE PRECEDENCE OVER PLAN DIMENSION. INSTALLATION SHALL BE N CONFORMANCE WITH 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 LEAST TWO (2) OF THE ABOVE COPIES SHALL BE ORIGINALS. 2.3 GC SHALL BE RESPONSIBLE FOR FIELD MEASURING INSTAL TION SHALL B I AND ASTM C 636. 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' INSTALLATION [ONE (1) PRIME AND TWO (2 FINISHED Client{nformation SHALL VISIT THE JOB SITE AND VERIFY AND DURING CONSTRUCTION, AS NECESSARY, TO j 3.3 GC SHALL VERIFY CONFORMANCE WITH LOCAL AND 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 CONT ASSURE CONSTRUCTION ADHERENCE TO STATE CODES AND BUILDING STANDARDS BEFORE SUBCONTRACTORS SHALL BE RESPONSIBLE TO DOOR AND WINDOW FRAMES SHALL HAVE A THREE ANY ONE SURFACE. JOINTS, IF REQUIRED, SHALL BE C.B. R /� C ALL CONDITIONS OF THE WORK PRIOR TO SUBMITTING A BID, DRAWINGS. BY ENTERING INTO A CONSTRUCTION SUBMITTING FINAL PRICING. VERIFY FIELD CONDITIONS AND DIMENSIONS COAT SEMI -GLOSS ALKYD ENAMEL FINISH. INDICATED ON SHOP DRAWINGS FOR APPROVAL. C® RICHARD ELL( CONTRACT FOR THIS WORK, GC SHALL INDICATE HIS' 3.4 CEILING PLANE SHALL BE LEVEL AND TRUE, AND IN BEFORE BEGINNING WORK. SIZES OF CONDUITS ALL JOINTS SHALL BE TIGHT WITH NO SEPARATION. 1.15 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE AND PULL BOXES SHALL BE ADEQUATE FOR 6.5 GC SHALL ASSURE THAT NO ELECTRIC RECEPTACLE 111 WESTMINSTER ST. FAMILIARITY WITH THE SITE /FIELD, CONDITIONS. ALIGNMENT WITH ALL LIGHTING, SPRINKLER, HVAC FIELD. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AND OTHER ELEMENTS INCORPORATED IN ITS CABLES /SERVICE SPECIFIED. OR TELECOMMUNICATIONS OUTLET COVERPLATES 7.18 WOOD DOOR AND WINDOW FRAMES, ETC., SHALL B PRIOR TO THE COMMENCING OF THE WORK IN THE AREA A. ALL 'HOLD' OR CLEAR DIMENSIONS SHALL BE CONTT. GRID SHALL BE CONTINUOUS THROUGHOUT HAVE BEEN INSTALLED PRIOR TO COMPLETION OF SECURED TO SOLID WOOD GROUNDS /BLOCKING PROVIDED PROVIDENCE, RI 02903 IN QUESTION. MONITORED TO ASSURE CORRECTNESS. THE DEMISED AREA EXCEPT WHERE NOTED ON CDs. 4.6 ADJACENT TENANTS: GC SHALL INCLUDE APPLICATION OF ANY WALL FINISH MATERIALS. AS PART OF CEILING AND WALL CONSTRUCTION. OFFICE: (401) 278 -2728 VISIONS MODIFICATIONS ARE REPAIRS TO ADJACENT TENANT SPACES ANY SUCH COVERPLAES OR SURFACE HARDWARE, B. ANY DIMENSION RE T / COO AND COMMON AREAS WHEN 1.16 ALL WORK SHALL BE DONE IN ACCORDANCE TO THE LATEST TO BE BROUGHT TO ATTENTION OF ARCHITECT 3.5 ACOUSTICAL CONTRACTOR SHALL COOR WORK AFFECTS THOSE AREAS ETC. IN PLACE, SHALL BE REMOVED PRIOR TO VERIFIED BY GC AFTER RELATED ADJACENT DIMENSIONS FOR WOOD FRAMES SHALL BE FIELD CONTACT: ERIK ASLA S PROJECT MANAGER FOR REVIEW APPROVAL WORK WITH CARPENTRY TRADES TO PROVIDE FOR A . WORK IN WALL FINISH APPLIC ATION. REVIEW/ APPROVAL. OF THE FLORIDA BUILDING CODE 2000 AND ANY NEAT, LEVEL VISUAL LINE AT THE INTERSECTION OF ADJACENT TENANT SPACES SHALL NOT BE CONSTRUCTION IS COMPLETE. OTHER APLICABLE CODE. 2.4 ALL VERTICAL DIMENSIONS SHALL BE TAKEN FROM i CEILING AND PARTITIONS. SCHEDULED DURING NORMAL WORKING HOURS. 6.6 UPON COMPLETION OF FINISH PHASE OF JOB, GC 7,20 WOOD REVEAL FILLERSTRIPS SHALL BE PROVIDED BY "BENCH MARK" OR OTHER SIMILAR GUIDE ESTABLISHED 4.7 COMPLIANCE: ALL WORK SHALL BE PERFORMED SHALL REMOVE ALL PAINT, WALLCOVERING PASTE, GC FOR ALL BUILT -IN CABINETS. FILLERS SHALL BE Project Number 1.17 IMPACT FEES, WATER AND SEWER CONNECTION FEES AND PRIOR TO START OF CONSTRUCTION. HIGH POINTS, 3.5 FASCIAS /SOFFITS SHALL BE LEVEL AND TRUE, FREE IN COMPLETE COMPLIANCE WITH THE NATIONAL ETC., FROM WHERE IT HAS SPILLED, SPLASHED, OF CLOSE GRAINED STOCK, FILLED, SANDED AND DEPOSITS FOR PERMANENT UTILITY SERVICES SHALL BE PAID LOW POINTS, IRREGULARITIES IN FLOOR SLAB, ' OF SURFACE DISTORTION AND DIMENSIONED OR SPATTERED. PAINTED (SEMI - GLOSS) TO MATCH ADJACENT N ANY WAY AFFECT ACCORDING TO DETAILS SHOWN. ELECTRICAL CODE AND /ALL STATE IS LOCAL 07151 -09 PARTICULARLY, WHICH COULD I CODES AND ORDINANCES HAVING JURISDICTION. CONSTRUCTION (EXCEPT AS NOTED). FILLERS FOR THE BY OWNER. THE CONTRACTOR SHALL NOTIFY THE FABRICATION /INSTALLATION WORK OF OTHER TRADES' 6J GC SHALL INSTALL ALL WALLCOVERINGS WHERE SHALL BE INCLUDED FOR ALL BUILT -IN FILES, CAD File Name ARCHITECT AND /OR THE OWNER WHEN THESE FEES APPLY OR VENDORS (E.G., CABINET CONTRACTORS), SHALL 3.7 MECHANICAL, HVAC AND PLUMBING ELEMENTS 4.8 COMPATIBILITY: ALL DEVICES, WIRING, ETC. DESIGNATED. ALL WALLCOVERING SHALL BE SMOOTH STORAGE CABINETS, BOOKCASES, ETC. BE BROUGHT TT0 ATTENTION OF ARCHITECT. SHALL AT NO TIME COME IN CONTACT WITH CEILING WITH NO WRINKLES, BUBBLES, BLISTERS, OR LOOSE BOA ADA - MIAMI SHORES PRIOR TO THE START OF THE CONSTRUCTION OF THIS SHALL BE COMPATIBLE, EACH WITH ONE 7.21 INSTALLATION OF REVEAL STRIPS SHALL. BE PROJECT. A. VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1/2" CONSTRUCTION EXCEPT AS NECESSARY ANOTHER AND WITH EXISTING WORK AND EDGES. ALL EXCESS PASTE SHALL BE THOROUGHLY FOR EVERY 10' -O" IN EVERY DIRECTION WILL PENETRATIONS MAY REQUIRE. REMOVED. WALLCOVERING ADJOINING WOOD OR METAL EXECUTED IN A NEAT, WORKMAN LIKE MANNER Description BUILDING STANDARDS. WITHOUT DAMAGE TO ADJACENT CABINETS OR 1.18 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL REQUIRED LEVELING OF SLAB BY G.C. OR i PARTITIONS SHALL BE CUT STRAIGHT AND SQUARE. SURFACES. PIECES SHALL BE SCRIBED TO FIT AND PREFABRICATED ITEMS OF THE WORK INCLUDING BUT NOT 3.8 ACCESS SHALL BE PROVIDED BY GC AS REQUIRED 4. GENERAL NOTES LANDLORD AS PREDICATED BY FINAL LEASE 9 CIRCUITING SHALL BE AS SHOWN ON ENGINEERING WALLCOVERING AT ALL REVEALS SHALL RETURN INTO FASTENED TO BLOCKING. AGREEMENT. LEVELING OF SLAB TO BE DONE FOR INSTALLATION AND MAINTENANCE OF DOCUMENTS. REVEAL. ALL WORKMANSHIP WHICH IS NOT JUDGED LIMITED TO THE FOLLOWING: READY TO RECEEVE ARCHITECT FLOOR FINISHES, MECHANICAL, ELECTRICAL AND OTHER ELEMENTS TO BE FIRST QUALITY BY ARCHITECT WILL NOT BE 7.22 GLASS PANEL SIZES AND JOINTS (INCLUDING JOINT Scale ATM, STOREFRONT DOORS, CABINETS, AIR CONDITIONING LE. VYNIL TILE, CARPETING, ETC. GENERAL WITHIN CEILING PLENUM AND AS REQUIRED BY 4.10 PROTECTION: ALL ELECTRICAL DEVICES, WHEN ACCEPTED. NO WALLCOVERING SHALL TERMINATE SEALANT) SHALL BE APPROVED BY ARCHITECT. CONTRACTORS TO VERIFY SLAB CONDITION CODE. LOCATIONS FOR SPECIAL ACCESS DOORS, INSTALLED, SHALL BE PROTECTED FROM ON A FLAT SURFACE OR ON AN OUTSIDE CORNER. 1B" =1' -0" ETC. THE CONTRACTOR SHALL OBTAIN THE ENGINEER'S PRIOR TO BID SUBMISSION. HATCHES, ETC. SHALL BE COORDINATED WITH DAMAGE BY OTHER TRADES. COVER PLATES - ARCHITECT'S WRITTEN APPROVAL OF SHOP DRAWINGS PRIOR OTHER TRADES AND APPROVED BY ARCHITECT. SHALL BE INS AFTER FINISH MATERIALS ALL WALL - COVERING SHALL TERMINATE AT AN 7.23 DOOR HARDWARE SHALL BE SUPPLIED AND INSTALLED TO THEIR FABRICATION. SAMPLES SHALL BE SUBMITTED AS -BUILT REFERENCE PLANS SHALL BE PROVIDED HAVE BEEN APPLIED. SEE FINISH PLAN. APPROPRIATE REVEAL /BREAK OR INSIDE CORNER. BY G.C. BY CONTRACTOR UPON REQUEST. 2.5 GC SHALL DEMOLISH EXISTING PARTITION AND I TO ARCHITECT. REFERENCE PLANS SHALL BE 4.11 FLOOR OUTLETS SHALL BE FLUSH TYPE UNLESS 7.24 HARDWARE WILL BE SPECIFIED BY ARCIHITECT. SPECS. Consultant • Seal /Si nature 6.8 ALL WALL SURFACES RECEIVING WALLCOVERING SHALL 9 VARIOUS OTHER ELEMENTS AS INDICATED ON PLAN ! PROVIDED TO ARCHITECT. PROHIBITED BY BUILDING MANAGEMENT. GC. BE PRIMED WITH A SUITABLE STRIPPABLE PRIMING SHOULD BE THE BETTER OF BUILDING STANDARD OR . ".. 1.19 WHERE EXISTING WALLS, CEILINGS OR FIXTURES ARE AND COORDINATE THE REMOVAL OF ALL RELATED SHALL FURNISH CUT /SAMPLE TO ARCHITECT FOR EQUIVALENT IN QUALITY REFER TO HARDWARE SPECS. ELECTRICAL SERVICE, PLUMBING AND ALL OTHER APPROVAL. UNDER CARPET WIRING MAY NOT BE MATERIAL. NO "ONE STEP" PRIMER /ADHESIVE SHALL REMOVED: WALLS CEILINGS AND FLOORS SHALL BE APPURTENANCES INCLUDED THEREIN, REFER TO 3.9 INSPECTIONS, AS REQUIRED BY LOCAL AUTHORITIES BE USED. SAID PRIMER SHALL BE COMP ATIBLE WITH SHALL BE COORDINATED BY GC PRIOR TO CLOSING USED EXCEPT AS SPECIFIED AND AS LOCAL 7.25 GC SHALL PROVIDE ALL REQUIRED SI THE RECOMMENDED ADHESIVE FOR RESPECTIVE WALL- G;NAGE AND PATCHED, ELECTRIC AND PLUMBING SHALL BE CAPPED. GENERAL DEMOLITION NOTES. 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 OF CEILING. SQ. FT., AND MAXIMUM INTERVALS OF 75' -0 ". FIRE .6 GC SHALL BE RESPONSIBLE FOR THE REMOVAL OF I 4.12 SURFACE MOUNTED WIRING DEVICES SHALL 2 ALL CONSTRUCTION DEBRIS AND FOR THE RETURN 3.10 SHOP DRAWINGS FOR ALL RELATED TRADES 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 (PLUMBING, SPRINKLER, HVAC) (5 SETS) SHALL BE ELECTRICAL VENDOR OR INSTALLER, EXCEPT AS SHALL PROVIDE A SAMPLE FOR THE ARCHITECT REVIEW. SHALL VERIFY. REQUESTED BY THE BUILDING MANAGEMENT SUBMITTED TO ARCHITECT FOR REVIEW /APPROVAL SPECIFIED TO COORDINATE WITH FURNITURE UNLESS OTHERWISE NOTED ON CD'S PRIOR TO MANUFACTURING AND INSTALLATION. A /MILLWORK INSTALLATION. 7.27 ALL WOOD BACKING FOR PROPOSED VENEER WOOD COORDINATED SHOP DRAWING FOR ALL VISIBLE PANELS SHALL BE OF FIRE RETARDANT' WOOD. CEILING ELEMENTS SHALL BE SUBMITTED. . .,.. ...I ..... .... >..,.:... .. , 11.: -, A %F ,.: ..... . .,-,-- ,.." .,-,.,-1.,--,_,. ­­,:_.­­­­� I ...... ...... ... . ..... �­' � I ...... �: ;-..­-,; .... "...'. ,...., ._ -­-,�..:. .. ...... -_.. ,' '17"''.., ­* .... ....... I-- I " , ... - -. 1: -� �� - ."... -, ,....����.......-'.,....,..�'- - ! ..... - .." 1. ..... ...... ­.. ..,.'­: < *­�:­:..:!/­! .­,;`�s.:. I . I __ I I IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII .. 1q. - F w'l,"'.1.1'.."M ... ­: I.: I ; I :� � d 48" CLEAR WIDT ANY AMOUNT INSULATE HOT WATER / AUDIBLE /VISIBLE STROBE 4" MAX. Lobby O IJ IJ y ,y "./ w PIPES AND DRAIN TO / O �, 18" Q PREVENT CONTACT / DOOR FRAME I�' co Of Yz LINE OF REQUIRED / . A ITECTUt DESIGN RATIVE FIRE EXTINGUISHER • j. r = CLEARANCE �- :,,. Q �\ / AND /OR HOSE CABINET MIRROR LJ - / HOLD UP LIGHT o N X � ° El / 00 ° 151 SEVILLA AVENUE, SUITE 200 / { = m CORAL GABLES, FL 33134 00 / ~ of OFFICE: (305) 442 -1188 ° FAX: (305) 445 -1509 Li z Xa < / 4 1/2" THERMOSTAT LOCATION /, �_ N WWW.ADCINTERNATIONAL.NET NOTE: X - 1' -0" IF DOOR HAS BOTH z z / (DO NOT LOCATE DIRECTLY e 0 ABOVE DIMMERS A CLOSER AND A LATCH � _ a , d- / 1 2 PROTRUDING OBJECTS DETAIL ti LOCATION FOR. LIGHT �-2 a� SWITCH, DIMMERS, N.T.S. % - \ EGRESS BUTTON, KNEE CLEARANCE 8" MIN. 6" MAX. TOE CLEARANCE \ CARD READER, (ETC.) 0 \ \ v X 00 LL; \ CLUSTER —SEE PLAN STATE OF FLORIDA AR- 0010536 01 1 1 "MIN. DEPTH "o FOR QUANTITY OF EACH RAYMUNDO FEITO, R.A. AA- C001315 - CLUSTER o ° o \\ SIGNAGE IDENTIFYING ACCESSIBILITY Architect. Seal/Signature a 00 0 Ln @ 60 A.F.F. TO CENTERLINE OF SIGN & CONFORMING NO T E. X = MIN. IF Y \ ,- 17" MIN. o LL �\ TO SECTION 4.30 OF THE FLORIDA ACCESSIBILITY CODE. k co L� ° Construction Documents for: X= 3' -6" MIN. IF Y=4'-6 ro — TYPE �, 0 \ USE GANG TYPE COVER CLEAR ~ \ PLATES FOR MORE THAN a z GRADE 2 BRAILLE. RAISED CHARACTERS INFORMATION o w 48" SHALL BE AT LEAST 5/8" HIGH, BUT NO FLOOR \ ONE DEVICE OF THE SAME ( ) C.0 �— HIGHER THAN 2 . z TYPE 10 w BAWOVIII ., SPACE \ BRAILLE 10 30 I � (BRAILLE) VERBAL DESCRIPTION SHALL BE PLACED at: r 24" - ° DIRECTLY BELOW THE PICTOGRAM, THE SCHED. DOOR HARDWARE BORDER DIMENSION OF THE PICTOGRAM MIAMI SHORES BANKING CENTER L NOTE: ALL DIMENSIONS TO CENTER LINE OF DEVICES. SHALL BE 6 MIN, IN HEIGHT. 9190 BISCAYNE BOULEVARD 19" MAX. SEE PLANS FOR SPECIFIC LOCATIONS. MIAMI SHORES, FLORIDA 33138 NOTE: Y= 4' -0" MIN.; Y=4'-6" MIN. ° 13 H/C SIGNAGE DETAIL LI IF DOOR HAS A CLOSER 54" Q 48" MIN. 5 TYPICAL MOUNTING HEIGHT DETAIL Elf A- 2 N.T.S. J-2 N.T.S. Issue Date & Issue Description Drawn By Ch!:cked By Q Lr) W SINK OR VANITY DETAIL 01 11�05j07 AC -- AR 3 0 \ PRELIMINARY REVIEW � o A - 2 N.T.S. 11/06j07 AC AR 72" MIN. 60" MIN. 72" MIN. � T 02 _ D a PuaaNe By PRICING ISSUE � SIDE ImMaLm (0 PERMIT NOTE: Y= 3'-6" MIN.; ONLY 03 01 /25/08 AC AR Y =4' -0" MIN. IF DOOR EQUIPMENT PERMITTED IN WALK 14 HAS A CLOSER SHADED AREA � Yµ 12 X 18 X .080 ALUMINUM PERMIT ISSUE N HANDICAPPED PARKING SIGN - A -2 N BOLT TO ALUMINUM POST WITH N 4 1 /2 3 g" I T C7 1-2 SLOPE 1:12 SL E D A. BOLTS _ / Z -- �' � Z 17" TO 19" I 0 Z cfl . 1 1/2 DIA. BLACK ANODIZED -� CON C. a >- 24" ALUMINUM SIGN POST WITH d CURB WHEEL STOP WELDED WATERTIGHT CAP oo W Z i X C- „ Q FINISHED GRADE NOTE: Y= 3'-6" MIN.; � z w ® - w w w 0 Y=4'—O" DOOR o_ a. MIN. IF � — _ 3000 PSI CONCRETE Z _ I � Lo HAS A CLOSER ( o -= =— — N U) V) (f) w = I - III III -1' 1 =1 w w w III 1 I II _ -li• I i lll,illl= LU 48" > > — -I -\ - II I L_ — = i — = — M ICI- li!�I ICI -� .1= I!I -1;1 -III =' KNEE CL 6" MAX T °� m — — — — — — CLEARANCE 8" MIN. OE CLEARANCE � — 1 MA _III- - III I_I -III -I 30 -1 I I� I I I I =1 i s • I =1 I'. =i I I =1 I — h_ I II W _III - III -I I- > — — Date � Delta Description Drawn B Checked B — — — P Y Y —li I —Ili— —III I 1— 2 3 1 2 iii_ 2 MIN Z a- LU SEE DETAIL 14 ACCESSIBLE S � DETAIL z 0 r - ---- 48" 7 X A -2 N.T.S. Z - -- CLEAR Z FLOOR 60" MIN. 12' -0" MIN. N ® SPACE 00 a \ 18" • W CID NOTE: SLOPE NOT TO EXCEED 2% IN ALL DIRECTIO ® I TOP PORTION SHALL HAVE A H REFLECTIVE BLUE BACKGROUND -- H C PARKING DETAIL WITH WHITE REFLRCTIVE SYMBOL AND BORDER. U W H 3' - O" MIN. _� A - 2 NOTE: THIS 15 A STANDARD H.C. DETAIL, ALL PORTIONS OF THIS DETAIL MAY NOT APPLY. N.T.S. 14 7/8" MAX. a — 1 TYPICAL DOOR CLEARANCES 2 REACH RANGES DETAIL 4 DRINKING FOUNTAIN DETAIL X -- A- 2 N.T.S. A-2 N.T.S. A- 2 - N.T.S. I G 36" MIN. 36" MIN. 36" MIN. BOTTOM PORTION SHALL HAVE �\ I PARKING BY DISABLED A REFLECTIVE WHITE BACKGROUND C14 2 18" 18" MIN. 18" 18" MIN. 18" 18" MIN. I o PERMIT ONLY N WITH BLACK OPAQUE LEGEND & BORDER. Client Information TOW -AWAY ZONE C.B. RICHARD ELLIS ° 1 } I AND 11 FINE U P TO 250.00 111 WESTMINSTER ST. — I PROVIDENCE, RI 02903 I — _ OFFICE: (401) 278-2728 L I I X CONTACT: ERIK ASLAKSEN _z z Z Z - 15 H/C PARKING SIGN DETAIL Project Number Q n C° �- 2 N.T.S. 07151 - 09 cD I 48" 48» CAD File Name BOA ADA -MIAMI SHORES NOTE: X SHALL BE < 25in.; Z SHALL BE > X. 60" WHEN X IS < 20in. THEN Y SHALL BE 48in. MAXIMUM. Description WHEN XIS 20 TO 25in., THEN Y SHALL BE 44in. MAXIMUM. TYPICAL H.C. ACCESSIBILITY DETAILS 7 THRESHOLD DETAIL 48" MIN. 6 " Scale J - 2 N.T.S. 1 p FORWAD REACH DETAIL N.T.S. 60 „ MIN. J-2 N.T.S. .S. Ir 48 MIN. Consultant a Seal/Signature : 1 1/4” TO 1 1/2" » 1 1/2" w w 36" MIN. 6�. 56" MIN. 18" MIN. 1 MIN. 36 MIN. m m 36" MIN. co co 21 „ 2' MI .2" MIN. 12" 42" MIN. RAILING TOILET PAPER a ° LEVEL v `y LEVEL LANDING I I LANDING L J 2 g O� �� 4" 4" 6" s 4" 1 ° M GRAB BAR t / t/// t M SECTION C g STRIPE DETAIL g SINGLE USER TOILET DETAIL A -2 11 EDGE PROTECTION /HANDRAIL EXTENSION DETAIL rl6 H/C PARKING SIGN DETAIL N.T.S. A -2 N .T.S. A -2 NOTE: THIS IS A STANDARD H.C. DETAIL. I N.T.S. A -2 N.T.S. 'I 1 - -- --- - - - - -- - -- — _------ - - - -_` GENERAL NOTES /STANDARD SCOPE OF WORK: %� �: n CONTRACTOR SHALL REPLACE ALL DOOR HARDWARE TO BANK OF AMERICA STANDARD LEVER HARDWARE y: ( I OR APPROVED EQUAL TO COMPLY WITH ADA /FAC STANDARDS. A ITECTU DESIGN N RATIVE ' 14 14 I CONTRACTOR SHALL REPLACE ALL DOOR HARDWARE AT STOREFRONT DOORS TO VERTICAL LOOP HARDWARE s FINISH TO MATCH EXISTING DOOR. CONTRACTOR SHALL ADJUST ALL DOOR CLOSERS TO COMPLY WITH ADA /FAC STANDARDS. 3 151 SEVILLA AVENUE SUITE 200 CONTRACTOR SHALL REPLACE ALL ENTRY /EXIT "WALK -OFF" MATS WITH NEW BANK OF AMERICA STANDARD CORAL GABLES, FL 33134 15 HANDICAP ACCESIBLE MAT. (PEDIMAT) I OFFICE: (305) 442 -1188 CONTRACTOR SHALL INSTALL NEW BANK OF AMERICA STANDARD HANDICAP ACCESSIBLE CHECK WRITING DESK. FAX: (305) 445 -1509 I WWW. ADCINTERNATIONAL.NET �c6. CONTRACTOR SHALL ADJUST ANY EXISTING HANDICAP ACCESSIBLE SIGNAGE TO APPROPRIATE HEIGHTS AS REQUIRED BY ADA /FAC STANDARDS. , I CONTRACTOR SHALL ADD HANDICAP ACCESSIBILITY SIGNAGE AS REQUIRED TO COMPLY WITH ADA /FAC b STAND CONTRACTOR SHALL RELOCATE ANY EXISTING FIRE STROBES /HORNS AS NECESSARY TO 80" A.F.F. REQUIRED BY FBC 2004 ED. I STATE OF FLORIDA AR- 0010536 4m RAYMUNDO FEITO, R.A. AA- CO01315 i I Architect • Seal/Signature Construction Documents for: BAW d­%'v A J -6 PROJECT NOTES: at: MIAMI SHORES BANKING CENTER 2 I O EXISTING STRUCTURE TO REMAIN. TYP. ' 9190 BISCAYNE BOULEVARD MIAMI SHORES, FLORIDA 33138 O EXISTING PEDESTRIAN SIDEWALK TO REMAIN. TYP. O EXISTING ASPHALTED VEHICULAR DRIVE TO REMIAN. TYP. Issue ' ue Date � Issue Description Drawn By uhPCked By T___ ____________ ____________ O EXISTING CUSTOMER PARKING. TYP. 01 11/05/07 AC AR I III I I O EXISTING DRIVE -THRU TELLER AREA. PRELIMINARY REVIEW I 8 g 02 11/ EXISTING BANK ENTRY. PRICNG SSUE - AC = _ AR 03 01/25/08 AC AR III I y y `" 7 AS NOTED BY DASHED LINES EXISTING BUILDING OVER HANG . � I 0 PERMIT ISSUE - . ENTRY III i i O8 EXISTING LANDSCAPED AREA. TYP. I z EXISTING DUMPSTER TO REMAIN. Z - •_• 1 p EXISTING LIGHT POLE TO REMIAN. TYP. - W ATM H NEW ADA COMPLIANT HI LOW" -- -- —_— _ _ EXISTING DRINKING FOUNTAIN TO BE REMOVED AND REPLACED WITH - - - -- - — 11 O EE DETAIL 1 DRINKING FOUNTAIN. S , SHEET A -4. Q ATM RM TELLER AREA CL - -_�, WORK RM 12 EXISTING TELLER STATION TO BE CONVERTED TO ADA COMPLIANT STATION. SEE DETAIL 2, SHEET A -4. r 1 13 EXSTING COUPON BOOTH TO BE RE- CONFIGURED TO MEET ADA /FAC STANDARDS. SEE DETAIL 1, SHEET A -5. A - 5 0 MEN E' N I O -- : - - --_ I.� 1 ¢ EXISTING HANDICAP ACCESSIBLE SIGNAGE TO REMAIN. CONTRACTOR TO ADD "VAN ACCESSIBLE" SIGNAGE. - - -- _ —__� 1 15 EXISTING HANDICAP PARKING AREA TO REMAIN. 3 MECH RM r IY 12 C.B. �, EXISTING RAMP TO BE REMOVED AND REPLACED WITH NEW ADA /FAC COMPLIANT RAMP. FW- Date & Delta Description Drawn By Checked By 2 B. 3 =3 16 SEE DETAIL 1, SHEET A -6. Z WOMEN II q -4 I I EXISTING CONCRETE WALK AND RAMP APPROACH TO BE REMOVED AND REPLACED WITH NEW CONCRETE WALK AND RAMP, 1 » TO MEET WITH ADA /FAC /FBC 2004 ED. SEE DETAIL 1, SHEET A -7. Z EXISTING DOOR TO REMAIN. CONTRACTOR TO REPLACE DOOR HARDWARE WITH H.C. ACCESSIBLE LEVER HARDWARE. Z MCH RM i8 ' ADD KEY CYLINDER LOCK, KEYED TO MASTER. LOCK TO ALLOW FREE EGRESS FROM AREA. rV s OR 4 39 EXISTING STORFRONT DOOR. CONITRACTOR TO ADD ADA ACCESSIBLE VERTICAL LOOP HARDWARD ON PULL SIDE. C. VE BREAK RM EXISTING CHECK WRITING DESK TO BE REMOVED AND REPLACED WITH NEW BANK OF AMERICA STANDARD LL I ISTOR H.C. ACCESSIBLE CHECK WRITING STATION. 1 I � UJ A -4 I I v E��[ I I a I (� 2 , I � �- I SAFE DEPOSIT I 00 nO OFFICE 0 0 g i - -- - --�` E 013 F1P9d ( OFFICE Client Information ' 6 OFFICE I I I I .J �+ DUMPSTER I —_ —' - - ENTRY 19 — C. C B RICHARD ELLS -- C- - -- 111 WESTMINSTER ST. _ _ _ _ _ _ _ �� PROVIDENCE, RI 02903 - - - - -- OFFICE: 401 278 -2728 CONTACT: ERIK ASLAKSEN ' /� /� %' /�;;� %' //� /,' /��� %�� 1 I RIVE THRU TELLER i L --- - - - - -- Project Number 07151 -09 2 I I \\ CAD File Name \\\ BOA-ADA-MIAMI SHORES 3 I \\ Description i I 10 I i \\ OVERALL FLOOR PLAN I \ Scale — — — i 1/8" =1 v v LIGHT POLE I j `- J I � \ Consultant. Seal /Signature L v I \ I I o \ n \ \ o \ LIGHT POLE \ ° ° II I \ It \ , AM AL i - -------- -- ---- -- - - - - -- - - -- --� OVERALL FLOOR PLAN /PARTIAL SITE PLAN SCALE: 1/8" — V-0 I PROJECT NOTES: O EXISTING WALL TO REMAIN.' 2 EXISTING DOOR TO REMAIN. 3> A ITECTU DESIGN : LA RATIVE i :9,./.G•<rG:•.G' %Y:a "' %1 "� is I 2 O EXISTING DRINKING FOUNTAIN TO BE REMOVED AND REPLACED WITH HI -LOW DRINKING FOUNTAIN. SEE DETAIL 3, THIS SHEET. 0 y Yl% O EXISTING TELLER STATION TO BE REMOVED AND REPLACED WITH NEW ADA ACCESSIBLE TELLER STATION PER 151 SEVILLA AVENUE, SUITE 200 �1 BANK OF AMERICA STANDARDS. FINISH TO MATCH EXISTING. SEE DETAIL 4, THIS SHEET. CORAL GABLES, FL 33134 50 PROPOSED HI -LOW DRINKING FOUNTAIN TO MEET WITH ADA /FAC STANDARDS. OFFICE: (305) 442 -1188 FAX: (305) 445 -1549 / % /jj % / WWW. ADCINTERNATIONAL.NET PROPOSED ADA ACCESSIBLE TELLER STATION. FINISH TO MATCH EXISTING. %/ PROPOSED MILLWORK FINISHED TO MATCH C EXISTING MILLWORK. CONTRACTOR TO MATCH EXISTING MILLWORK FINISH TYP. Y 8O DASHED LINE DENOTES MIN. CLEAR FLOOR AREA AS REQUIRED BY FAC. 4 O CONTRACTOR TO REPAIR AND OR REPLACE ANY DAMAGED FLOORING AS NECESSARY. CONTACT BANK OF STATE OF FLORIDA A - 0010536 AMERICA FIELD REPRESENTATIVE FOR ANY ISSUES. RAYMUNDO FEITO, R.A AA- C001315 Architect. Seal /Signature OA DEMOLITION PLAN AO DEMOLITION PLAN Construction Documents for: BAIW I ANIMC at: A -4 MIAMI SHORES BANKING CENTER FOD 4B 9190 BISCAYNE BOULEVARD MIAMI SHORES, FLORIDA 33138 b/ I \ / �� b/ — — J Issue Date S Issue Description Drawn By Ghec.cQd By 01 11/05/07 AC AR PRELIMINARY REVIEW 4A 6 02 11/06/07 AC AR I A_4 PRICING ISSUE 03 01/25/08 AC HR © PROPOSED PLAN © PROPOSED PLAN PERMIT ISSUE z z DERAIL PLAN 2 DETAIL PLAN w v = A - 4 ®EXISTIN�G DRINKING FOUNTAIN 1/4 „ l 1 —0 fl A - 4 1/4 " Z t� W 1 —0 3' -0” 1/4" CLEAR O NOTE: INTERNATIONAL SYMBOL 4C ACRYLIC PANEL CONTRACTOR SHALL SUBMIT PLUMBING _ UJ ACCESSORIES FOR BLDG. REP./ AND TENANT OF ACCESSIBILITY- Z Date & Delta Description Drawn By Checked By REVIEW AND APPROVAL. \ \\ \ Ln LLI a Z cn > rn 3B `� — 00 — — I A- „ a 4 • 18 15/16' 18 15/16 N LU — - - -- O I — 18 W 2 EXISTING TELLER V NEW EXISTING LINE Ix Q OA FRONT ELEVATION �a N r Q Cn L w j Q Of Ln > ow Client Information OA ELEVATION w o °- o EN o C.B. RICHARD ELLIS ® � w 111 WESTMINSTER ST. O 00 � PROVIDENCE, RI 02903 ® � D d OFFICE: (401) 278 -2728 O o ° CONTACT: ERIK ASLAKSEN xo Project Number 07151 -09 © BACK ELEVATION CAD File Name BOA-ADA-MIAMI SHORES PROPOSED TWO— TO MATCH EXISTING Description STATION WALL MOUNT, 2' -7" 3 0 , DETAIL SHEET 01 NO LEAD BARRIER —FREE ACCESS 1/4" CLEAR 10" WATER COOLER BY ELKAY 1' -9" 10" ACRYLIC PANEL Scale EBFATL8C AND 3/4" EBFATLDDC 1/4" =1' -0" 19 m _ Consultant • Seal/Signature z ° w w X L� w pp w N — Q Iri L() = 0 0 w \ N I W iv o > CN I L� U 00 L N Q N \ O O 7 1 L 8 CONT. TOE KICK SCRIBE TO FLOOR. © SECTION © SECTION AM *CONTRACTOR TO FIELD VERIFY ALL AVIL DIMENSIONS TO MATCH PARTICULAR 3 DRINKING FOUNTAIN ELEVATION 4 TELLER STATION FIELD CONDITIONS. 4 A -4 1/2" - 1 ' -0" A -4 ADA COMPLIANT 1/2" = 1' -0„ PROJECT NOTES: 5 1O EXISTING BUILDING STRUCTURE TO REMAIN. TYP. "gig f. O EXISTING PEDESTRIAN WALK TO REMAIN. TYP. A ITECTU DESIGN t RATIVE O EXISTING D 3 OOR TO REMAIN. �J 4O EXISTING DOOR TO BE REMOVED TYP. 151 SEVILLA AVENUE, SUITE 200 CORAL GABLES, FL 33134 EXISTING INTERIOR PARTITION O RT TION TO BE REMOVED. OFFICE: (305) 442 -1188 MECH RM MECH RM FAX: (305) 445 -1509 � O EXISTING ENTRY DOORS AND FRAME ASSEMBLY TO BE REMOVED AND RELOCATED. WWW• ADCINTERNATIONAL.NET 1 I I I E C.B. H.C. C.B. C.B. , H.C. C . O O PROPOSED 3' -0" x 7' -0" INTERIOR DOOR. FINISHED TO MATCH EXISTING. E �\ E E 7 O PROPOSED INTERIOR PARTITION TO MATCH EXISTING. SEE DETAIL 3, THIS SHEET. gO PROPOSED LOCATION OF RELOCATED ENTRY DOORS AND ASSEMBLY. STATE OF FLORIDA — 0010536 RAYMUNDO FEITO, R.A. AA— CO01315 / 10 DASHED LINE DENOTES MIN. CLEAR FLOOR AREA AS REQUIRED BY FAC. 4 E / E Architect •Seal/Signature N 10 11 CONTRACTOR TO REPAIR AND OR REPLACE ANY DAMAGED FLOORING AS NECESSARY. CONTACT BANK OF MEC RM 7 \ / MECH RM AMERICA FIELD REPRESENTATI1VE FOR ANY ISSUES. Construction Documents for: S OR S OR `--O at: E L,S ERVER E SERVER MIAMI SHORES BANKING CENTER C.B. C.B. 9190 BISCAYNE BOULEVARD MIAMI SHORES, FLORIDA 33138 j 7 ST`OR STOR Issue Date $ Issue Description Drawn By Checked By O I � 01 / / 11 05 07 " C AR PRELIMINARY REVIEW 02 11 06 07 O AR AR PRICING ISSUE 03 01/25/08 AC AR PERMIT ISSUE 1 t7 Z SAFE DEPOSIT SAFE DEPOSIT °- LU V � a o. Z �A DEMOLITION PLAN © PROPOSED PLAN c? � w a 1 DETAIL PLAN O n! A -5 H Date & Delta Description Drawn By Checked By 1/4" Z • i Z Z a CL W 4 `KEXIST. STRUCTURE EXISTING BLDG. STRUCTURE F 2 PROVIDE LATERAL V 6 BRACING AS NEEDED. fi V.1" F. 1 ` FIELD VERIFY ENTRY EXISTING LAY –IN ACOUSTICAL CEILING TO REMAAN. CONTRACTOR TO ADJUST AND /OR REPAIR CEILING AS NECESSARY. Client Information ' 3%" 25 GA. TOP RUNNER ® C .B. RICHARD ELLIS O 111 WESTMINSTER ST. Y2" G.W.B. ON EA. SIDE OVER 3 ", 25 PROVIDENCE, RI 02903 GA. MTL. STUDS @ 16' O.C. OFFICE: (401) 278 -2728 A DEMOLITION PLAN CONTACT: ERIK ASLAKSEN i Project Number 8 07151 -09 CAD File Name BOA ADA - MIAMI SHORES Description 9 DETAIL SHEET Scale ! 1/4 =1' -0" I� z 1 Consultant a Seal /Signature ENTRY 00 SOUND BATT INSULATION I – 3%8', 25 GA. MTL. BOTTOM RUNNER. __�� BASE TO MATCH EXISTING .. 0 © PROPOSED PLAN o' —o" A.F.F. / / FINISHED FLOOR .. ..... AMIL ArIL Mir__ : ! 2 DETAIL PLAN 3 TYP. INTERIOR WALL SECTION uz) A - 5 @ EXISTING BANK ENTRY 1/4" = 1' -0" A -5 N.T.S. I i PROJECT NOTES: 1O EXISTING BUILDING STRUCTURE TO REMAIN. TYP.% , Fi >' rlj EXISTING PEDESTRIAN WALK TO REMAIN. TYP. A . ITECTU DESIGN 4F 'L RATIVE O EXISTING BANK ENTRY DOOR TO REMAIN.: 4 EXISTING LANDSCAPING TO REMAIN. TYP. :� >�:.� -x .������; ✓� ���� 151 SEVILLA AVENUE, SUITE 200 o 7 CORAL GABLES, FL 33134 15 15 O EXISTING CONCRETE WALKWAY TO REMAIN. OFFICE: (305) 442 -1188 FAX: (305) 445 -1509 O EXISTING STRIPPING TO BE REMOVED. WWW. ADCINTERNATIONAL.NET 0 O7 EXISTING 6" CONCRETE CURB TO REMAIN. 2� C) j I O EXISTING VEHICLE PARKING AREA TO REMAIN. CONTRACTOR TO RESTRIPE AS SHOWN. 90 EXISTING RAILING TO BE REMOVED AND REPLACED WITH NEW HAND RAILS. STATE OF FLORIDA AR- 0010536 10 10 12 12 10 EXISTING ASPHALT SURFACE 70 BUILT UP AND RE —PAVED TO CREATE LEVEL SURFACE AT HANDICAP RAYMUNDO FEITO, R.A. AA— C001315 O PARKING STALLS. MAX SLOPE = 1: 50. Architect. Seal /Signature 11 EXISTING CONCRETE RAMP ANID WALKWAY TO BE REMOVED AS NOTED BY HATCH. Construction Documents for: ° 12 PROPOSED STRIPPING TO MEET WITH ADA /FAC STANDARDS. SEE DETAIL 8, SHEET A -2. i 6 g 6 13 PROPOSED 4" CONCRETE SLAB WITH 6x6 W.W.M. TYP. SEE DETAIL 3, SHEET A -8. at: BAP*&0FAMMCA 14 PROPOSED STAINLESS STEEL HAND RAILS. TYP. SEE DETAIL 4, SHEET A -8. MIAMI SHORES BANKING CENTER 9190 BISCAYNE BOULEVARD MIAMI SHORES, FLORIDA 33138 15 EXISTING HANDICAP ACCESSIBLE SIGNAGE TO REMAIN. CONTRACTOR TO ADD "VAN ACCESSIBLE" SIGNAGE. I 16 PROPOSED DETECTABLE WARNING STRIPS FOR WALKING INTO HAZARDOUS AREA. SEE DETAIL 7, SHEET A -8. Issue Date S Issue Description Drawn By CKek�cj By 01 11 /05/07 AC AR PRELIMINARY REVIEW 02 11/06/07 AC AR 12' -1 5'- 12' -0" EQ EQ EQ EQ PRIDING ISSUE 03 01/25/08 AC Aid PERMIT ISSUE z - - -- z z Ii v 12 a . n. • Z C7 N W O I Date & Delta Description Drawn By Checked By z Z_ Z Z J LU LU /N\ 5 16 e i F o--o _ El Client information / i /! / jam, I "w".--- ,.. °, ".,,•. 'i C.B. RICHARD EL.LIS 111 WESTMINSTER ST. / { N A PROVIDENCE, RI 02903 OFFICE: (401) 278 -2728 3 3 CONTACT: ERIK ASLAKSEN I a, Project Number 13 07151 -09 N CAD File Name EN TRY 4 — g 36" CLR. BOA ADA -MIAMI SHORES 9 / Description l jj j j/ I DETAIL SHEET Scale 114 -V-O 9 Consultant a Seal/Signature ATM 0 _.._ ...................... _ ........ ..... ............ . .. . .. n I 3' 4" 2 Alk _ I I I 1 DETAIL PLAN MIS sw 2 DETAIL PLAN J-6 1/4" V-0 �-6 @ PROPOSED HANDICAP RAMP 1/4 = 1 I PROJECT NOTES: 17'—f EXISTING BUILDING STRUCTURE TO REMAIN. TYP. ENTRY (D - - - - - - - - - - - - - - - - - - - EXISTING PEDESTRIAN WALK TO REMAIN. TYP. A ITECTU DESIGN RATIVE 7- 7 Q EXISTING BANK ENTRY DOOR TO REMAIN. EXISTING LANDSCAPING TO REMAIN. TYP. 151 SEVILLA AVENUE, SUITE 200 3 / , CORAL GABLES, FL 33134 12 OFFICE: (305) 442-1188 EXISTING CONCRETE WALKWAY TO REMAIN. FAX: (305) 445-1509 WWW. ADCINTERNATIONAL.NET Q EXISTING STRIPPING TO BE REMOVED. TYP. L EXISTING 6" CONCRETE CURB TO REMAIN. TYP. - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING VEHICLE PARKING AREA TO REMAIN. CONTRACTOR TO RESTRIPE AS SHOWN. AR-0010536 r2 STATE OF FLORIDA EXISTING RAILING TO BE REMOVED AND REPLACED WITH NEW HAND RAILS. RAYMUNDO FEITO, R.A. AA—CO01315 EXISTING 6" CONCRETE CURB TO BE REMOVED AS NOTED BY HATCH. Architect 9 SeallSignature DASHED LINE DENOTES MIN. CLEAR FLOOR AREA AS REQUIRED BY FAC. Construction Documents for: EXISTING CONCRETE RAMP, AND WALKWAY TO BE REMOVED AS NOTED. BAWOFANWMCA �9 PROPOSED STRIPPING TO MEET WITH ADA/FAC STANDARDS. SEE DETAIL 8, SHEET A-2. at: MIAMI SHORES BANKING CENTER 10 -8. PROPOSED 4" CONCRETE SLAB WITH 6x6 W.W.M. TYP. SEE DETAIL 3, SHEET A 9190 BISCAYNE BOULEVARD MIAMI SHORES, FLORIDA 33138 PROPOSED STAINLESS STEEL HAND RAILS. TYP. SEE DETAIL 4, SHEET A-8. 17 -2. 7 PROPOSED HANDICAP ACCESSIBLE SIGNAGE. TYP. SEE DETAIL 14, SHEET A Issue Date & Issue Description Drawn By Chickcd:B]y PROPOSED DETECTABLE WARNING STRIPS FOR WALKING INTO HAZARDOUS AREA. SEE DETAIL 7, SHEET A-8. 01 11/05/07 AC AIR PRELIMINARY REVIEW PROPOSED 6" CONCRETE CURB TO MATCH EXISTING. SEE DETAIL 5, SHEET A-8. LIGHT POLE 02 11/06/07 AC AR 7 PRICING ISSUE EXISTING BUMP STRIPS TO BE REMOVED AND RELOCATED AS SHOWN. 03 01/25/08 AC A R PROPOSED LOCATION OF CONCRETE BUMP STRIPS. PERMIT ISSUE 'CD 16 z z UJ N. CL z 0 1 13 w LU Date & Delta Description Drawn By Ch z 7; 0 z z (D CL C14 w a_ 18 , 22'-0" MIN x LJJ d LJJ 3 Client Information C.B. RICHARD ELLIS I I I WESTMINSTER ST. CUSTOMER PARKING PROVIDENCE, RI 02903 OFFICE: (401) 278-2728 (D CONTACT: ERIK ASLAKSEN 41 4 0 0 Project Number 07151-09 CAD File Name Li a_ BOA-ADA-MIAMI SHORES Description DETAIL SHEET 4 Li Scale 114 =1'-D" [Con�u7ltant a Seal/Signature 4 . ... .. ...... LIGHT POLE 1 7 . 7 ", r9 Adak AL DETAIL PLAN DETAIL Am . .... r2 N. T. S. 1/4" V-0 J-7 @ PROPOSED HANDICAP RAMP -7 . ..... .. . . ..... i i DETECTABLE WARNING SURFACE M. Af :. ITECTU DESIGN RATIVE ° ° m 4' 151 SEVILLA m ° ° d CORAL GABLES, S UITE 200 FL 33 4 ° OFFICE: (305) 442 -1188 A— EXISTING BUILDING 4 ° d d d FAX: (305) 445-1509 ADC NTERNATIONAL.NET • ° PROPOSED RAMP TYP. A EXISTING ENTRY DOOR PROPOSED HANDRAILS TYP. PROPOSED HANDRAILS TYP. , PROPOSED RAMP TYP. ° d ° ° d LL O ° STATE OF FLORIDA AR- 0010536 EXISTING RAMP TO RAMIN RAYMUNDO FEITO, R.A. AA— C001315 36" MIN. 0' -O" A.F.F. 0' -0" A.F.F. CONCRETE LANDING ASPHALT DRIVE Architect•Seal/Signature FLOOR LEVEL FLOOR LEVEL Construction Documents for: 3 ' AO PLAN BAI&OFAMMCA 8 —8 8 at: A A MIAMI SHORES RANKING CENTER 3/4 " -2" 9190 BISCAYNE BOULEVARD 1/4"-3/4" MIAMI SHORES, FLORIDA 33138 03 1 EXTERIOR ELEVATION '> d ° 2 EXTERIOR ELEVATION Issue Date � Issue Description Drawn B Che s ".cep B Y Y A -8 -- ©NORTHEAST ENTRANCE 1 4" — ., A -8 @ „ 1 o WEST ENTR _ ANCE I / 1 /4 - 1 -0 01 1105/07 F,C _ A R A PRELIMINARY REVIEW _ © SECTION 02 11/06/07 AC AR PRICING ISSUE 03 01/25/08 P,C AR PERMIT ISSUE 3 4" A. F. F. Q T TOP OF HANDRAIL \ — � Z — Z Z d ° 4 0. W a 2 1 © SECTION DETAIL j a ° 1 d ° ° e d ° ° W 4 e ® ° ° ° 4 d ° N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 7 DETECTABLE WARNING SURFACE DETAIL O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ', 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q - 8 @HAZARDOUS AREA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N.T.S. W a I i D to S Delta Description Drawn B Checked B _ 27 A.F.F. I-- P Y Y I T Z BO TOM F I u 0 HAND RAIL — I I s I I Z I 3 I — I 34 A.F.F. 1. PROPOSED 4" CONCRETE SLAB. TOP OF HANDRAIL � 27" A.F.F. , 2. 6" X 6" X 1.4 W.W.M. CONCRETE REINFORCING WIRE MESH TYP. NOTE: "BOTTOM OF HANDRAIL - GRAB BAR SHALL BE SECURED AS TO 3. 8" NO. 2 CRUSHED LIMEROCK BASE. WITHSTAND A LOAD OF NOT LESS r - THAN 250 LBS. APPLIED AT ANY POINT AND IN ANY DIRECTION. 3/4" STAINLESS STEEL VERTICAL GUARD RAIL - - 3 SECTION 4 DETAIL PLAN J-8 TYP. CONCRETE SLAB N.r.s. A -8 @HANDRAIL { N.T.S. II II 4 LJ _ — — _I J _ _ a Client Information L a - —z d O O O O O O O q ,-�O O O O O O O O. C.R. RICH ELLIS j O O O O- O O O (� O 111 WESTMINSTER ST. 6" PROVIDENCE, RI 02903 OFFICE: (401) 278 -2728 2 PROPOSED 4" DIA. CONCRETE FILLED 4 CONTACT: ERIK ASLAKSEN 3 GALVANIZED MTL. BOLLARD SET IN TYP. � 1 CONCRETE TO DEPTH OF 24" BELOW ISLAND LEVEL. PAINTED W/ D.O.T. Project Number v ! o APPROVED YELLOW PAINT. 8 DETAIL 07151 - 09 �� = o ° � ° W Ir A -8 N.T.S. @HANDRAILS TYP. CAD File Name ill I I I -1 BOA ADA -MIAMI SHORES ASPHALT DRIVE Description: III = o III =III - DETAIL/SECTION SHEET ; III III— i _ I Scale ALIGN 114 =1' -0" 4" CONCRETE SLAB 'r 8„ o ;•• I I.t ° Consultant • Seal/Signature 01 . °. ..I I a a °d d° 6 "x6" W.W.M. ti i I 4' ° o° N I' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d .I ly . o o„0 0 0 0 0 0 0 0 0 0„0 0 # CRUSHED LIMEROCK BASE 1. EXISTING ASPHALT DRIVE TO REMAIN TYP. 2. PROPOSED 6" CONC. CURB TO MATCH EXIST. TYP. PROVIDE 1 #5 REBAR x 12" LONG @ 42" O.C. AND FILL WITH NON- SHRINK . LANDSCAPING. EPDXY GROUT. ; 5 CONCRETE CURB DETAIL 6 BOLLARD DETAIL q_8 N.T.S. �-8 N T. S. E R 0 9 DETAIL A -8 @ NEW SLAB CONNECTION TO EXISTING N.T.S. i f i i I :. I I I L000uob 31 q 0 ob 15 Ae t)l CITY COP AN Y L, FE3 2 2003 BY. _ - - -__ - - -__- PER MIT VV6- 3l 4 ' MIAMI SHORES VILLAGE r APPROVED BY DATE ZONING STRUCTURAL ELECTRICAL z PLUMBING MECHANICAL V.' rDERAL BLDG. SUBJECT TO COMH ALL F STATE AND COUNTY RULES AND REGULATIONS