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CC-6-13-1232_Plans kni n ri ca FACILITY PARTNER MEN 011111=111M Apqk LINCOLN HARRIS 100 N. WESTSHORE BLVD. 2ND FLOOR TAMPA, FL 33609 ■ PH: 813-384-3671 or In fill UPW vrupusr. d L DIRECT: 813-310-5411 CONTACT: WILLIAM MUNDY (co 0 "mh o re s w b*"% h o re s FL7 uuu Miami 5 r a$,w J-1 e s '`•�' GENERAL CONTRACTOR: 9499 Northeast Second Ave , M 'lami Shores , GOLDEN SANDS GENERAL CONTRACTORS, INC. 2500 NW 39TH STREET VICINITY MAP MIAMI, FL 33142 GENERAL SPECIFICATIONS FOR CONTRACTORS PH: 305-633-3336 PERFORMING WORK FOR BANK OF AMERICA USE AND INTERPRETATION OF THE(kj' L, JRAWINGS : 1. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION AIA DOCUMENT !iss�a ea w DIRECT: 813-347-8662 1. UPON COMPLETION OF THE JOB, THE CONTRACTOR WILL PROVIDE THE �usicSWIG � � GARRETT TENANT AND LANDLORD WITH: A201, ARE A PART OF A CONTRACT DOCUMENTS AS DESCRIBE USE AND " CONTACT: MATTHEW INTENT OF THE DRAWINGS. THE CONTRACT DOCUMENTS INCLUDE NOT ONLY NcthsE A. AS-BUILT PLANS. B. RELEASE OF LIENS FOR ALL SUB-CONTRACTORS. THE DRAWINGS, BUT ALSO THE OWNER-CONTRACTOR AGREEMENT, CONDITIONS " OF THE CONTRACT, THE SPECIFICATIONS, ADDENDA, AND MODIFICATIONS C. A FINAL RELEASE OF LIENS FROM THE GENERAL CONTRACTOR. CIVIL � �N �ISSUED AFTER EXECUTION OF THE CONTRACT. °' ,, D. THE ORIGINAL BUILDING PERMIT PLANS WITH THE ORIGINAL m z _ Pridgkas; iff _ INSPECTOR'S SIGNATURES. ...... 2. BY USE OF THE DRAWINGS FOR CONSTRUCTION OF THE PROJECT, THE OWNER REPRESENTS THAT HE HAS REVIEWED AND APPROVED THE DRAWINGS, 2. THE LANDLORD WILL NOT BE RESPONSIBLE FOR: AND THAT THE CONSTRUCTION DOCUMENT PHASE OF THE PROJECT IS INFINITY ENGINEERING GROUP, A. SECURITY OF MATERIALS OF WORK IN PLACE. LLC. COMPLETE. THE CONTRACTOR REPRESENTS THAT HE AS VISITED THE SITE, _ B. AIR CONDITIONING WORK NOT BEING PROPERLY PERFORMED TO ALLOW kFf� .�r 135 MA PLAZA DRIVE FAMILIARIZED HIMSELF WITH THE LOCAL CONDITIONS, VERIFIED FIELD � t°`�'10 '�° '� NE 95tfi et NE85lh€ FOR PROPER COOLING OF THE LEASED PREMISES UNLESS ALL AIR NE 85 itut RBELLA P CONDITIONING WORK IS DONE IN COORDINATION WITH THEBUILDING DIMENSIONS AND CORRELATED HIS OBSERVATIONS WITH THE REQUIREMENTS r�E�ehst NE 55ih St OF THE CONTRACT DOCUMENTS. TAMPA, FL 33619 ENGINEERING STAFF. s.o:aRr,� C. WARRANTY REPAIRS. ark r I A����� `, PH: 813-434-4770 D. WINDOW BREAKAGE DURING CONSTRUCTION. 3. THE CONTRACT SUM AND THE CONTRACT TIME MAY BE CHANGED ONLY � , E. WORK STOPPAGES DUE TO WORK INTERFERING WITH OTHER TENANTS. BY CHANGE ORDER TO THE CONTRACTOR SIGNED BY THE OWNER AND THE #� DIRECT: 813-293-4972 F. DELAYS DUE TO CHANGE ORDERS AND ARCHITECT-CONTRACTOR ARCHITECT. ANY WORK PERFORMED IN VARIANCE WITH THE ORDER FOR A ° PROBLEMS. MINOR CHANGE IN THE WORK OR A CHANGE ORDER, WILL NOT BE CONTACT: RICHARD HERNANDEZ ° G. PAYMENT OF ANY DRAW WILL BE SUBJECT TO THE LANDLORD'S AN ACCEPTED. .usaY� OWNER'S REPRESENTATIVES AGREEING TO THE DEGREE OF COMPLETION. . - NE G2lh Sf h�64th St �- TEN PERCENT (10%) OF EACH DRAW WILL BE HELD AS A RETAINER 4. THE CONTRACT SUM AND THE CONTRACT TIME MAY BE CHANGED ONLY BY UNTIL THE JOB IS COMPLETED, INCLUDING PUNCH LIST ITEMS, CHANGE ORDER TO THE CONTRACTOR SIGNED BY THE OWNER AND THE NE 94th�� ' o� ��s ���Msam Sh��esA RELEASES OF LIEN, AND ACCEPTANCE OF THE SPACE BY BOTH THE ARCHITECT. ANY WORK PERFORMED IN VARIANCE WITH THE ORDER FOR A _ _ tdfaJni* �s � � � ptir��iparK,' PROECT MINOR CHANGE IN THE WORK OR A CHANGE ORDER, WILL NOT BE r;a[i� k�e ��� � TENANT AND LANDLORD. �� LOCATION•,'•. DlRAWING INDEX ACCEPTED. s �,� � � 3. THE CONTRACTOR WILL: ��� 5. AS INSTRUMENTS OF SERVICE, ALL DRAWINGS, SPECIFICATIONS, AND SECURE THE NECESSARY BUILDING PERMITS AND INSPECTIONS.INDEMNIFY AND KEEP HARMLESS THE OWNER FROM ALL LOSSES, DAMAGES, COPIES THEREOF FURNISHED BY THE ARCHITECT ARE HIS PROPERTY. THEY LIABILITIES, AND EXPENSES WHICH MAY ARISE OR BE CLAIMED AGAINST ARE TO BE USED ONLY FOR THIS PROJECT AND ARE NOT TO BE USED ON " `' r ��r3s� NEg3a$t tsHe3resi S]VI]EET NO. I SHEET TITLE ANY OTHER PROJECT, CHANGES TO THE DRAWINGS MAY ONLY BE MADE BY - !v�gs��!s1 E + . LANDLORD AND BE IN FAVOR OF ANY PERSONS, FIRMS, OR CORPORATIONS FOR ANY INJURIES OR DAMAGES TO THE PERSON OR PROPERTY OF ANY THE ARCHITECT. ANY SUBMISSION OR DISTRIBUTION WITHOUT THE EXPRESS WRITTEN CONSENT ON THE ARCHITECT MAY BE CONSTRUED AS 1W CS°I I COVER SHEET PERSONS, FIRMS, OR CORPORATION CONSEQUENT UPON OR ARISING FROM DEGRADATION OF THE ARCHITECT'S COPYRIGHTS OR OTHER RESERVED THE CONSTRUCTION, USE, OR OCCUPANCY OF LEASED PREMISES BY RIGHTS. THECONTRACTOR OR CONSEQUENT UPON OR ARISING FROM ANY ACTS, E1.0 DEM®LITI®N PLAN OMISSIONS, NEGLECT OR FAULT OF THE CONTRACTOR , HIS AGENTS, SERVANTS, EMPLOYEES, LICENSEES, VISITORS, CUSTOMERS, PATRONS, OR 6. SOIL BEARINGS CAPACITIES HAVE BEEN ASSUMED AT 2000 P.S.F. UNLESS INVITEES, OR CONSEQUENT UPON OR ARISING FROM THE CONTRACTOR'S OTHERWISE CERTIFIED HEREIN. SHOULD CONDITIONS OR MATERIALS BE FAILURE TO COMPLY WITH ANY LAWS, STATUTES, ORDINANCES, CODES, OR ENCOUNTERED THAT REDUCE THE BEARING CAPACITIES OF THE SOIL THE E2.0 ELECTRICAL. SITE PLAN CONTRACTOR SHALL NOTIFY THE ARCHITECT OF THESE CONDITIONS PRIOR REGULATIONS; THAT THE OWNERS SHALL NOT BE LIABLE TO THE TO THE EXECUTION OF THIS WORK. CONTRACTOR FOR ANY DAMAGES, LOSSES OR INJURIES TO THE PERSONS, FIRMS OR CORPORATIONS EXCEPT WHEN SUCH INJURY, LOSS, OR DAMAGE 7 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BY TAKING 5. EXISTING CONDITIONS: BEFORE BIDDING, THE CONTRACTOR SHALL VISIT ��°® ELECTRICAL DETAILS RESULTS FROM NEGLIGENCE OF THE OWNER, HIS AGENTS, OR EMPLOYEES, MEASUREMENTS AT THE BUILDING SITE AND SHALL BE RESPONSIBLE FOR THE JOB SITE AND ASCERTAIN ALL EXISTING CONDITIONS WHICH WILL AND THAT THE CONTRACTOR WILL INDEMNIFY AND KEEP HARMLESS THE THEIR CORRECTNESS. ANY DISCREPANCIES SHALL BE REFEREED TO THE AFFECT HIS WORK. FAILURE TO DO SO WILL NOT BE ACCEPTED AS A OWNERS AND BE IN FAVOR OF ANY PERSONS, FIRMS, OR CORPORATIONS ARCHITECT FOR ADJUSTMENTS BEFORE ANY WORK AFFECTED THEREBY IS REASON FOR REQUESTING EXTRA PAY WHERE THE EXISTING CONDITIONS D1.® DETAILS FOR ANY INJURIES OR DAMAGES TO THE PERSON, OR THE PROPERTY OF COMMENCED. RESULT IN EXTRA MATERIALS OR LABOR. ANY EXISTING CONDITIONS FOUND ANY PERSONS, FIRMS OR CORPORATIONS WHERE SAID INJURIES OR BY THE CONTRACTOR WHICH WILL ADVERSELY AFFECT THE WORK SHALL OVERALL SITE PLAN DAMAGES AROSE ABOUT OR UPON THE LEASED PREMISES AS A RESULT LD.A BE IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE LU°I OF THE HE NEGLIGENCE OF THE CONTRACTOR, HIS AGENTS, EMPLOYEES, ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH A.D.A ARCHITECT/ENGINEER. CORRECTION OF ANY DEFECTS SHALL BE SERVANTS, LICENSEES, VISITORS, CUSTOMERS, PATRONS, AND INVITEES. ACCESSIBILITY GUIDELINES AS SET FORTH IN THE AMERICANS WITH COMPLETELY WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE ALL PERSONAL PROPERTY PLACED OR MOVED INTO OR OUT OF THE DISABILITIES ACT HANDBOOK. AS PUBLISHED BY THE EQUAL EMPLOYMENT REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION LU-2 SITE NOTES p_ SCHEDULES BUILDING SHALL BE AT THE RISK OF THE CONTRACTOR OR THE OWNER OPPORTUNITY COMMISSION AND THE U,S. DEPARTMENT OF JUSTICE ON WHICH MAY HAVE BEEN DAMAGED THEREBY. THEREFORE AND THE OWNERS SHALL NOT BE LIABLE TOT HE CONTRACTOR OCTOBER 1991. THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE LUMINAIRE MODIFICATION)l FOR ANY DAMAGE TO ANY PERSONAL PROPERTY, RESPONSIBLE FOR THE IMPLEMENTATION OF SUCH, 6. DRAWINGS ARE INTENDED TO DEPICT APPROXIMATELY EQUIPMENT LU-3 LOCATIONS AND ARRANGEMENTS, NOT TO SHOW EVERY MINOR DETAIL. LANDSCAPING DIMENSION PLAN 4. THE CONTRACTOR WILL CONFINE THE CONSTRUCTION DEBRIS AND PLANS SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION AND DUST TO THE CONSTRUCTION AREA, AWAY FROM COMPLETED TENANT DIMENSIONS, SPACE OR COMMON AREAS. ALL AREAS OF THE BUILDING, STANDARD NOTES: LU�� SITE PHOTOMETRIC PLAN ESPECIALLY ACCESS AREAS AND COMMON AREAS, ARE TO BE 7. INTERFERENCE: THE CONTRACTOR SHALL COORDINATE HIS WORK WITH MAINTAINED IN A CLEAN AND ORDERLY FASHION. THE CONTRACTOR 1. OVERALL INSTALLATION: THE INSTALLATION SHALL COMPLY WITH THE NATIONAL OTHERTRADES SO THAT INTERFERENCE WITH EXISTING CONDITIONS, IS TO TURN THE IMPROVED PREMISES OVER THE PROPERTY MANAGER ELECTRICAL CODE (NEC), THE FLORIDA BUILDING CODE (FBC), AND ANY CONDUITS, PIPING, EQUIPMENT, ARCHITECTURAL AND STRUCTURAL LU-5 FULL SITE PHOTOMETRIC PLAN IN A CLEAN CONDITION, READY FOR OCCUPANCY BY THE TENANT. OTHER APPLICABLE FEDERAL, STATE AND LOCAL CODES MEMBERS BE AVOIDED. 5. THE CONTRACTOR WILL REMOVE ALL TRASH AND DEBRIS, INCLUDING 2• COMPLIANCE: WORKMANSHIP, MATERIALS AND INSTALLATION SHALL BE IN EXCESS MATERIALS FROM THE CONSTRUCTION SITE AND THE BUILDING STRICT ACCORDANCE WITH THE APPLICABLE EDITION OF THE SBC, NEC, 8. SUBSTITUTIONS: PRODUCTS AND MATERIALS CALLED OUT BY TRADE NAME AND/OR CATALOG NUMBERS ESTABLISH A STANDARD OF QUALITY, CC 13 -•-_' I AND NO UNREASONABLE ACCUMULATION BE ALLOWED. NFPA, NEMA, ASTM, OSHA, UL, ANSI, HRS HEALTH AGENCIES, AND OTHER __ APPEARANCE, PERFORMANCE AND DIMENSION. CONTRACTORS SHALL BASE r E DELIVERY OF MATERIALS AND APPLICABLE NATIONAL, STATE, AND LOCAL CODES AND PERTAINING ~� __ iI 6. THE CONTRACTOR WILL COORDINATE THE HIS PROPOSAL ON THOSE ITEMS AS THEY SHALL BE CONSIDERED AS A REGULATIONS ESTABLISHED BY THE RULING AUTHORITY HAVING JURISDICTION. al, 0 THE USE OF THE FREIGHT ELEVATOR AND REMOVAL OF DEBRIS WITH STANDARD BASIS OF BIDDING. REQUESTS FOR SUBSTITUTION SHALL BE _ _ CONTRACTORS SHALL ALSO MEET THE REQUIREMENTS OF OTHER STANDARDS 11. FIELD CHANGES: A. THE ELECTRICAL CONTRACTOR SHALL CONSULT THE THE PROPERTY MANAGER. SUBMITTED IN WRITING TO THE ARCHITECT/ENGINEER, DEMONSTRATING WHERE SUCH REQUIREMENTS ARE MORE STRICT THAN THOSE STANDARDS ENGINEER BEFORE THE IMPLEMENTATION OF FIELD CHANGES, MODIFICATIONS. R IS RESPONSIBLE FOR ALL PARKING CHARGES OF HIS CITED ABOVE, THAT PRODUCT IS OF COMPARABLE AND BASIC DESIGN, CONSTRUCTION, ' ,°5 VILLArxE 7. THE CONTRACTOR OR ADDITIONS COVERING ELECTRICAL EQUIPMENT, ELECTRICAL INSTALLATION, EMPLOYEES, SUB-CONTRACTORS, AND VENDORS. STANDARDS AND WARRANTIES, DIMENSIONS TO FIT WITHOUT CHANGE, AND • -�`�"�" ' ` DOES NOT CAUSE EXTRA WORK TO OTHER TRADES. CONTRACTOR SHALL DISTRIBUTION OF THE ELECTRICAL LOADS, ELECTRICAL RISER OR SERVICE _ 8. THE CONTRACTOR WILL SUBMIT ALL CHANGES ORDERS TO THE LANDLORD 3. WORKMANSHIP: ALL WORK SHALL BE PERFORMED BY CONTRACTORS LICENSED BE RESPONSIBLE FOR PROVIDING EQUALITY OF SUBSTITUTION: ENTRANCE THAT DEVIATES FROM THE ORIGINAL SIGNED, SEALED AND AFf k.`` DATE FOR APPROVAL AND THE BLUEPRINTS ARE TO BE REVISED ACCORDINGLY, IN THEIR RESPECTIVE DISCIPLINE. WORK SHALL BE DONE IN A FIRST CLASS APPROVED ELECTRICAL PLANS. MANNER, FULLY OPERATIVE, AND TO THE ACCEPTANCE OF THE ARCHITECT ARCHITECT/ENGINEER WILL, UNDER NO CIRCUMSTANCES, BE REQUIRED TO B. PROPOSED ELECTRICAL CHANGES, ADDITIONS AND MODIFICATIONS THAT PROVE SUCH ITEM IS OR IS NOT OF EQUAL QUALITY TO THE SPECIFIED 9. THE CONTRACTOR WILL EXERCISE ALL DUE DILIGENCE IN MAINTAINING A AND THE ENGINEERS. CONTRACTOR SHALL PROVIDE FOR ALL NECESSARY ITEM. ARCHITECT ENGINEER EXPENSES INCURRED DUE TO CONTRACTOR'S DEVIATE FROM THE ORIGINAL SIGNED, SEALED PLANS ORIGINALLY APPROVED ZONI' SAFE WORKING ENVIRONMENT AND TO ABIDE BY ALL OSHA REGULATIONS. LABOR AND MATERIAL REQUIRED FOR THE COMPLETION OF THE WORK / BY THE BUILDING DEPT. WHICH ARE INTENDED TO BE INCLUDED BY THE COPY INCLUDING BUT NOT LIMITED TO RELATED WORK SUCH AS CONNECTION OF REQUESTED REVISIONS OR SUBSTITUTIONS SHALL BE PAID BY THE ELECTRICAL CONTRACTOR IN ITS "AS-BUILT"DRAWINGS SHALL BE REVIEWED 10. UPON COMPLETION, THE CONTRACTOR WILL REMOVE ALL FOREIGN EXISTING SYSTEMS, EXCAVATIONS AND BACK FILLING. CONTRACTOR. BY THE ENGINEER FOR A WRITTEN APPROVAL BEFORE THE CHANGES, MATERIALS FROM WINDOWS, FLOORS, GLASS, HARDWARE AND RESTROOM MODIFICATIONS OR ADDITIONS ARE IMPLEMENTED. THE ENGINEER SHALL NOT STRUCTLI�,(, FIXTURES. 4. MATERIALS: CONTRACTOR SHALL PROVIDE ALL NEW MATERIALS OF AMERICAN 9. RECORD DRAWINGS: MAINTAIN A COMPLETE SET OF PRINTS FOR INDICATING BE RESPONSIBLE AND WILL NOT INTEGRATE FIELD CHANGES INTO THE MANUFACTURE, BEARING THE UNDERWRITER'S LABORATORY (UL) LABEL AS ALL CHANGES. USE COLORED PENS TO MARK CHANGES AT THE TIME OF ORIGINAL PLANS THAT HAVE NOT BEEN CONSULTED AND PRE-APPROVED MATERIALS SHALL BE NEW, SUITABLE FOR THE APPLICATION AND EXECUTION AND DELIVER THE SET TO THE ARCHITECT/ENGINEER UPON 11. THE CONTRACTOR WILL INSTALL CONSTRUCTION AIR CONDITIONING FILTERS APPLICABLE. M BEFORE THEIR FIELD IMPLEMENTATION. ! ELECTR' RETURN AIR DAMPERS IN THE DEMISING WALLS IN ORDER TO ABOVE STANDARD QUALITY NORMALLY USED FOR THE PURPOSE AS CALLED COMPLETION. CONTRACTOR SHALL STAMP "AS-BUILT" ON PRINTS AND C. THE INTEGRATION BY THE ENGINEER OF FIELD CHANGES, MODIFICATIONS I F Y'uN� IN ALL K. ORIGINAL SET OF PLANS TO CREATE A FINAL OF __ PREVENT CONSTRUCTION DUST FROM ENTERING THE MAIN AIR FOR ON PLANS. SUPPLEMENTAL MATERIALS, PRODUCTS AND COMPONENTS PLANS, DATE AND SIGN IN IN AND ADDITIONS INTO THE 2m�� CONDITIONING SYSTEM NECESSARY TO COMPLY WIITH THE INTENT OF THE CONTRACT DRAWINGS "AS-BUILT" PLANS IS NOT INCLUDED IN THE ORIGINAL CONTRACT AND SHALL AND/OR SPECIFICATIONS, BUT NOT NOTED OR SPECIFIED ON THESE 10. CUTTING AND PATCHING: CONTRACTOR PATCH, PAINT AND OR REPAIR ALL BE CONSIDERED AN OPTIONAL ITEM PLUM" lV 12. THE CONTRACTOR IS TO PROVIDE FIVE (5) COPIES OF ALL SHOP SECTIONS, SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED FOR THE SURFACES AFFECTED BY THE REMOVAL OF EXISTING FIXTURES AND f DRAWINGS, PRODUCT INFORMATION SUBMITTALS, AND ALL OTHER COMPLETION OF THE WORK AT NO ADDITIONAL COST TO THE OWNER. INSTALLATION OF CONDUITS TO A CONDITION CONSISTENT IN APPEARANCE REQUIRED FOR REVIEW, ETC. AT LEAST TWO (2) OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVISIONS AND COORDINATION TO THE EXISTING CONDITIONS. ALL MAJOR CUTTING, PATCHING AND CODE REFERENCES: SUBMITTALS MECHANi, ABOVE COPIES SHALL F ORIGINALS. OF DELIVERY OF MATERIALS. EQUIPMENT MARRED DURING SHIPMENT OR PAINTING REQUIRED BY THIS CONTRACT WILL BE PERFORMED IN A NEAT _ _ _.• "` _ _._ INSTALLATION SHALL BE TOUCHED UP AND REFINISHED TO FACTORY FINISH, AND WORKMANLIKE MANNER. ALL SURFACES SHALL BE RETURNED TO FLORIDA BUILDING CODE 2010 EDITION. KIIOW Wltat�S �� OW■ REPLACED WHERE NOT ACCEPTABLE, ORIGINAL CONDITIONS AFTER THE INSTALLATION OF THE EQUIPMENT. NATIONAL ELECTRICAL CODE (NEC) 2011 EDITION. BLDG. Callbefore you dig. I/�'� A*WECT TO COMFL.IAt4 . Ti's F.`L !=, DEkAt. LEG JOB NO. 10-35.29 T, 1AND COUNTY RULES AND �cC: iAT'IOrdS NE 95TH STREET FLUMIN LUMINAIRE SCHEDULE a> LABEL NOTE 3 D 1 B 1 EXISTING WALL LIGHT TO BE REMOVED RENORTH B3 R 1 R 1 B2 _______ _ .____ _.________ _ .__ _ ___ _____._______ ______ _____ _._. �_ �__ ___��_______ __ CK) EXISTING CANOPY FIXTURE TO BE REMOVED mow.. R 1 C B3 EXISTING FLOOD LIGHT TO BE REMOVED ° ° D 1 EXISTING LIGHT POLE AND FOUNDATION TO BE REUSED c N _ __ ___ _ __ D 2 EXISTING AREA LIGHT FIXTURE TO BE REMOVED 0 R 1 4 EXISTING FIXTURE TO BE ADJUSTED IN MANNER NOTED ON R1 ELECTRICAL PLAN (TYPICAL OF FIXTURES NOT REMOVED THIS PAGE) R1 '& ° °q V R 1 a C A 1 EXISTING FIXTURE TO BE WASHED AND RE-LAMPED , ° o A2 EXISTING FIXTURE TO BE WASHED AND RE-LAMPED o a� 0 El ❑ El R1 �� � a 0 oo .3i ATM3 ° l Al a9 R1 Z B 1 ° D1 t ° � GENERAL DEMOLITION SCOPE: 1. EC TO VERIFY WATTAGE OF ALL EXISTING LIGHT FIXTURES TO BE g� I° REMOVED ARE GREATER THAN OR EQUAL TO ALL EXISTING VALUES �! 0 0 R1 0 t ° o e.. REFLECTED IN LIGHTING EXCHANGE LOAD CALCULATIONS ON SHEET Z.7 o E3.0. EC TO NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCY B 1 D2 a IMMEDIATELY. B 2 INFINITY ENGINEERING i ° GROUP,LLC ` ? t ~° ° 2. EC TO REMOVE EXISTING WALL MOUNTED, CEILING MOUNTED FLOOD D1 1]35 Marbella Plaza Drive a LIGHTS AND AREA LIGHTS AS SHOWN. Tampa,Florida 33619 O r [p]: 813.434.4770 R 16------ 0 3. EC TO VERIFY EXISTING WIRE SIZES ARE CONSISTENT WITH [f]: 813.445.4211 sit www.iegroup.net R 1 R 1 0 0 ° REQUIREMENTS FOR NEW FIXTURES PER NEC. Certificate of Authorization.No.27889 4. EC TO DISPOSE OF ALL REMOVED EQUIPMENT IN AN APPROPRIATE Client Name and Address �? ATM -- -- MANNER. Bankof America B2 A2 B2 a° ° GENERAL DEMOLITION NOTES: 1. REFERENCE GENERAL NOTES AND ABBREVIATIONS ON SHEET E3.0 AND NISIT SAPPARK A0, P.E. D2 D1 FL. �F� N 6 085 REFERENCE FIXTURE SCHEDULE ON SHEETS LU-2. b 2. CONTRACTOR TO HAVE ON-SITE UTILITY LOCATE PERFORMED PRIOR , Z: 64085 TO ANY TRENCHING OR EXCAVATION IF REQUIRED TO PERFORM ' IMPROVEMENTS. O F a 3 r �• n�p?E ' Wv < s ° ° 3. IF ANY UTILITIES ARE LOCATED NEAR ANY PROPOSED EXCAVATION �; ° AND OR TRENCHING WORK MUST BE PERFORMED IN THOSE AREAS BY 1 R1 �a` `a HAND TO AVOID DAMAGING ANY EXISTING UTILITIES. � esa � 4. EC TO REMOVE ALL NOTED EXTERIOR EXISTING LIGHT FIXTURES AND Oct D2 ° D 1 D1 , , ° ,� MAINTAIN ALL CONDUIT AND WIRING IN FUNCTIONAL CONDITION FOR �_ 0 °' ° PROPOSED FIXTURE INSTALLATION FUNCTIONALITY. W M ow 4-1 f sdt lv Q 5. ALL WIRE AND CONDUIT TO BE ABANDONED IN PLACE AS DETERMINED a o BY THE EC SHALL COMPLY WITH ALL ASPECTS OF THE NEC. Oct Z � 0 0r3� a .t y N N 6. ALL SPLICES MUST BE WITHIN A JUNCTION BOX OR IN A MANNER 0 o CONSISTENT WITH THE NEC. g D2 D2 D1 ,s 7. ALL FIXTURES DETERMINED BY THE EC TO BE ABANDONED IN PLACE E LLJ AND USED AS JUNCTION BOX SHALL BE DISCONNECTED FROM THE m EXISTING BALLAST, MAINTAIN APPROPRIATE FIXTURE GROUNDING, o AND REQUIRED ACCESSIBILITY PER NEC. a N 8. EC TO PROVIDE A FULL SIZE SET OF CONSTRUCTION DRAWINGS PROVIDING LOCATIONS OF NEW JUNCTION BOXES, FIXTURES REMOVED Pro10-35.29 sneet AND FIXTURES ABANDONED IN PLACE FOR THE CLIENTS RECORDS. Date 05/13/13 E1,0 Scale AS NOTED NE 95TH STREET LUMINAIRE SCHEDULE r LABEL NOTES . C B 1 REMOVE EXISTING CANOPY LIGHT AND INSTALL NEW LED CANOPY RE��CE LIGHT FIXTURE WF1 CH1 WE1 UB 1 CC 1 REMOVE EXISTING CANOPY LIGHT AND INSTALL NEW LED CANOPY CC1 LIGHT FIXTURE WB2 REMOVE EXISTING CANOPY LIGHT AND INSTALL NEW LED CANOPY CH1 _ o LIGHT FIXTURE N P C 1 ° N � � � _ �� � UA1 �° o � REMOVE EXISTING CANOPY LIGHT AND INSTALL NEW LED CANOPY � CKT 3 t , , CJ 1 LIGHT FIXTURE P B 1 INSTALL NEW LED AREA LIGHT MOUNTED @ 18'-6" AFG ON NEW LIGHT POLE CJ 1 CKT 4 t `, Q _ PC 1 INSTALL NEW LED AREA LIGHT FIXTURES ON EXISTING LIGHT POLE W B 1 ► .° E INSTALL NEW LED AREA LIGHT FIXTURES ON EXISTING LIGHT POLE UB1 UA1 � ° E INSTALL NEW LED AREA LIGHT MOUNTED @ 18'-6" AFG ON NEW LIGHT POLE o � INSTALL NEW LED AREA LIGHT FIXTURES ON EXISTING LIGHT POLE _ C3 PG1 ' ° �LL W LL PACK FIXTURES U B 1 flTM3 P H 1 INSTALL NEW LED AREA LIGHT FIXTURES ON EXISTING LIGHT POLE WB1, WB2, WC1, WE1, CKT 5 UA 1 REMOVE EXISTING WALL PACK AND INSTALL NEW LED WALL PACK WF , UA1, AND A2) IXTU ES TO CKT NO. 1 ° ` U B 1 INSTALL NEW PENDANT MOUNTED LED CANOPY LIGHT. L .4 REMOVE EXISTING WALL PACK AND INSTALL NEW LED WALL PACK ° Al ,a ° CJ 1 . �, INSTALL NEW LED WALL PACK @ 11' AFG CKT 3 INSTALL NEW LED WALL PACK @ 7' AFG CJ 1 ° ,, �c O CKT 4 t WE 1 REMOVE EXISTING WALL PACK AND INSTALL NEW LED WALL PACK U B 1 CJ ° W F 1 REMOVE EXISTING WALL PACK AND INSTALL NEW LED WALL PACK @ 9' AFG INFINITY ENGINEERING GROUP,LLC UA1 a PC1 Al EXISTING POLE LIGHT TO BE WASHED AND RE-LAMPED 1135 Tampa, Plaza Drive (0) Tampa,Florida 33619 p �e � ax - o ► s [p]: 813.434.4770 - - - ° A2 EXISTING DECORATIVE WALL LIGHT TO BE WASHED AND RE-LAMPED [f]:813.445.4211 www.iegroup.net '� VI C C 1 ° Certificate of Authorization.No.27889 a � ' 0 � � PG2 • �j GENERAL SCOPE OF WORK. Client Name and Address d - --� - - -- 1. EC TO CONFIRM ALL EXISTING WIRING IS A MINIMUM OF 2412 & #12G AS Bankof America ATM 1 d ° , REQUIRED BY THE NEC FOR A 20 AMP BREAKER SIZE. r A2 °= �o CC1 0 / - CC1 ° 2. CONTRACTOR TO TRIM ALL TREES PER BANK OF AMERICA LIGHTING STANDARDS. WB 1 `'©� � . �. GC TO NOTIFY ENGINEER OF RECORD OF ANY LANDSCAPE CONFLICTS WITH CKT 3 yo �q o� EXISTING LANDSCAPING PRIOR TO COMMENCING LIGHT FIXTURE REPLACEMENT. 3. CONTRACTOR SHALL HAVE A UTILITY LOCATE PERFORMED ON SITE PRIOR TO ANY NISIT SAPPAR HA P.E. F 1 TRENCHING. F`k%K,"'', ,, 085 4. INSTALL NEW LIGHT POLE, PB1 AND PG1, @ 18'-6" MOUNTING HEIGHT. SEE LIGHT °���'•�� 64085 ''•.. *'� ALL UNDER CANOPY Al POLE FOUNDATION ON SHEET D1.0. (CB1, CC1, CH1, C11, AND UB1) �° •' � ° FIXTURES TO CKT N0. 2 0 0,0 '�''••'°� � o •' ��' PB 1 CB 1 °,�,y� 5. CONTRACTOR SHALL PATCH/REPAIR/PAINT ALL SURFACES AFFECTED BY THE °,�,�••.•• pgl� •c?`�.� 'AQ Q WC 1 REMOVAL OF EXISTING LIGHT FIXTURES. s GENERAL ELECTRICAL NOTES: ,- H1 PG2 CKT 5 a 1. REFERENCE GENERAL NOTES AND ABBREVIATIONS ON SHEET E3.0 AND p � CKT 3 ° " ,�, REFERENCE FIXTURE SCHEDULE ON SHEET LU-2. M A �' � nn • �` CKT 5 '` 2. CONTRACTOR SHALL LOCATE PROPOSED FIXTURES IN LOCATION SHOWN. uJ Z o CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS a w OEM Q' IMMEDIATELY. N N � � .T%: w 3. ALL CONDUITS SHALL BE CONCEALED IF POSSIBLE. IF CONDUITS ARE NOT Z o MCC 4a � �~ s CONCEALED PAINT TO MATCH SURFACE OF BUILDING THAT THE CONDUIT IS r- N P F 1 CKT 4 ADJOINING. `. E g. o N ° t 4. EC SHALL CONNECT TO EXISTING WIRING AS NECESSARY TO PROVIDE POWER TO CKT 3 PROPOSED FIXTURES IN A MANNER CONSISTENT WITH THE CURRENT EDITION OF s �� "THE NEC. °- �' �I LU 5. EC TO POWER ALL PROPOSED FIXTURES PER CIRCUIT SCHEDULE ON SHEET E3.0. Project No. Sheet EC MAY ADJUST CIRCUITS SCHEDULE IN A MANNER THAT DOES NOT EXCEED 10-35.29 GREATER THAN 16 AMPS ON EACH SINGLE POLE 20 AMP BREAKER PROPOSED DUE Date 05/13/13 2,0 TO FIELD CONDITIONS AS PER NEC. Scale AS NOTED LIGHTING EXCHANGE LOAD CALCULATIONS ABBREVIATIONS AFF ABOVE FINISHED FLOOR TYPE EXISTING PROPOSED DESIGNATED AIC AMPERE INTERRUPTING CAPACITY TOTAL VOLT TOTAL VOLT / CIRCUIT BRKR BREAKER c CONDUIT • -� =�� LABEL QTY WATTS AMPS AMPS LABEL QTY WATTS AMPS AMPS NUMBER CKT CIRCUIT REFERENCE WALL 131 4 173 692 5.8 W B 1 5 43 215 1.8 1 CLG CEILING NORTH CTR CENTER W B 1 5 173 865 7.2 W B2 3 43 129 1.1 1 GFI GROUND FAULT INTERRUPTING GND GROUND WE1 1 173 173 1.4 WC1 1 81 81 0.7 1 GRS GALVANIZED RIGID STEEL WF1 1 173 173 1.4 WE1 1 81 81 0.7 1 IG ISOLATED GROUND B JUNCTION BOX KW KILOWATTS UA1 3 173 519 4.3 WF1 1 118 118 1.0 1 N n - LTG LIGHTING o ° A2 1 173 173 1.4 UA1 3 153 459 3.8 1 MCB MAIN CIRCUIT BREAKER A2 1 173 173 1.4 1 MLO MAIN LUG ONLY MDP MAIN DISTRIBUTION PANEL 2595 21,6 1256 10.5 MNTD MOUNTED PWR POWER E PX PANEL W UNO UNLESS NOTED OTHERWISE TYPE EXISTING PROPOSED w/ WITH y TOTAL VOLT / TOTAL VOLT / WP WEATHER PROOF XFMR TRANSFORMER LABEL QTY WATTS AMPS AMPS LABEL QTY WATTS AMPS AMPS FLOOD B3 2 173 346 2.9 0 0.0 G 346 2.9 0 0.0 GENERAL NOTES r _ 1. ALL PRODUCTS, MATERIALS AND METHODS OF INSTALLATION SHALL CONFORM TO THE STANDARDS OF UL, ANSI, ASTM, NFPA AND ALL TYPE EXISTING PROPOSED APPLICABLE LOCAL ORDINANCES. THE MINIMUM STANDARD FOR ALL WORK TOTAL VOLT / TOTAL VOLT / IS THE LATEST EDITION OF NFPA 70 (NATIONAL ELECTRIC CODE). J�o LABEL QTY WATTS AMPS AMPS LABEL QTY WATTS AMPS AMPS 2. ELECTRICAL CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY PERMITS, LICENSES, UTILITY COORDINATION, AND INSPECTIONS AS REQUIRED BY THE UNDER C B 1 3 70 210 1.8 C B 1 3 15 45 O.4 2 CITY OR UTILITY COMPANY. CONTRACTOR IS RESPONSIBLE FOR ALL CANOPY CC1 6 70 420 4 CC1 6 81 486 4.1 2 EQUIPMENT REQUIRED BY UTILITY COMPANY AND SHOULD INCLUDE - NECESSARY COSTS IN BID. CH1 2 70 140 1 CH1 2 26 52 0.4 2 3. CONTRACTOR SHALL LEGIBLY MARK-UP A SET OF FULL SIZE DRAWINGS TO t CJ 1 4 70 280 2 CJ 1 4 74 296 2.5 2 REFLECT AS-BUILT CONDITIONS, AND TURN OVER TO ARCHITECT. B2 8 70 560 5 U1311 11 81 891 7.4 2 4. COORDINATE ALL INSTALLATIONS W/ OTHER TRADES. 1610 13.4 1770 14.8 5. VERIFY LOCATION AND METHOD OF CONNECTIONS TO ALL EQUIPMENT WITH INFINITY ENGINEERING OWNER REPRESENTATIVE PRIOR TO ROUGH-IN cuovP,LLC 1135 Marbella Plaza Drive ' - 6. ALL ELECTRICAL RELATED WORK SHALL BE BY THE ELECTRICAL Tampa,Florida 33619 TYPE EXISTING PROPOSED CONTRACTOR, UNLESS NOTED OTHERWISE. [p]: 813.434.4770 [f]: 813.445.4211 TOTAL VOLT / TOTAL VOLT / 7. ALL FIXTURES SHALL BE PROPERLY AND CAREFULLY SUPPORTED AND www.iegroup.net Certificate of Authorization.No.27889 LABEL QTY WATTS AMPS AMPS LABEL QTY WATTS AMPS AMPS ALIGNED, AND THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY STEEL SHAPES, ETC., FOR SUPPORT OF FIXTURES AS REQUIRED POLE PC1 2 288 576 5 PB1 1 198 198 1.7 3 AND DETAILED ON DRAWINGS. Client Name and Address PF1 2 288 576 5 PC1 2 235 470 3.9 3 8. LIGHTING FIXTURES SHALL BE CLEAN AND LAMPED WITH NEW LAMPS AT THE Bankof America PG2 2 864 1728 14 PF1 2 198 396 3.3 3 TIME OF FINAL INSPECTION, P H 1 2 864 1728 14 P G 1 1 470 470 3.9 4 9. ELECTRICAL CONTRACTOR SHALL INCREASE WIRE SIZES AS REQUIRED TO _ . .._� Al 2 288 576 5 PG2 2 705 1410 11.8 4 MAINTAIN VOLTAGE DROPS @ A MAXIMUM OF 3%. P H 1 1 915 915 7.6 5 10. CONCEAL ALL CONDUITS IN FLOORS, WALLS OR CEILING UNLESS OTHERWISE NOTED ON PLANS. NISIT SAPPARK Or P.E. Al 2 288 576 4.8 5 FL. REG,. NO ¢4085 11. UNLESS OTHERWISE NOTED NO UNDERGROUND CONDUITS SHALL BE °�`5p� � K,�• 5184 43 4435 37.0 SMALLER THAN 3/4." ,`��.••' N sF••'90 84085 ' 12. RACEWAY PENETRATIONS OF FIRE RATED WALL AND/OR FLOORS SHALL BE ;: = EXISTING CONDITION PROPOSED CONDITION SEALED TO MAINTAIN INTEGRITY OF CONSTRUCTION. w A.TOTAL VOLT / 13. ALL CONDUCTORS SHALL BE COPPER; CONDUCTOR INSULATION SHALL BE ••. o a 9735 7461 DUAL TYPE THHN/THWN 75C. (167F) FOR DRY DAMP, AND WET LOCATIONS. ''si,��r�C AMPS CONDUCTOR INSULATION WITH SINGLE TYPE MARKING THHN 90C (194F) MAY BE USED FOR DRY LOCATIONS ONLY. ALL CONDUCTORS SHALL BE COLOR CODED AS REQUIRED BY NEC AND FURTHER IDENTIFIED AND CODED AS CIRCUIT SCHEDULE SPECIFIED HEREINAFTER. COLOR CODING SHALL BE BY MEANS OF COLORED O a INSULATING MATERIAL, COLORED BRAID OR JACKET OVER THE INSULATION 0 o OF BY MEANS OF SUITABLE COLORED, PERMANENT, NON-AGING, INSULATING CC w TAPE APPLIED TO CONDUCTORS AT EACH CABINET OR JUNCTION POINT. THE (,� Z n COLOR CODING SHALL BE ACCOMPLISHED AS THE CONDUCTORS ARE a a _A__ CIRCUIT DESCRIPTION VOLT/ POLE/ WIRE & INSTALLED. 'THE FOLLOWING SYSTEMS OF COLOR CODING SHALL BE z° �.� �... STRICTLY ADHERED TO: co No. AMPS AMPS CONDUIT A) GROUND LEADS: �- w E UIPMENT:GREEN C� Z o 1 ALL WALL PACK FIXTURES 1 ,256 1/20 2-#12 & #12G, 1/2"C Q a ' z 2 ALL UNDER CANOPY FIXTURES 1 ,770 1/20 2-#12 & #12G 1/2"C ISOLATED: GREEN W/ YELLOW STRIPE C s B) 120/208 VOLT UNGROUNDED PHASE WIRES: ,, 3 P131 , PC1 , AND PF1 1 ,064 1/21 2412 & #12G, 1/2"C PHASE A: BLACK E PHASE B: RED L �✓ 4 PG1 AND PG2 1 ,880 1/22 2412 & #12G, 1/2 C PHASE C: BLUE 5 PH1 AND Al 1 ,491 1/23 2412 & #12G, 1/2"C NEUTRAL: WHITE r THE COLOR CODE ASSIGNED TO EACH PHASE WIRE SHALL BE CONSISTENTLY Uj FOLLOWED THROUGHOUT. TOTAL VOLT/AMPS = 7,461 - 14. ALL RACEWAYS SHALL BE PROPERLY ALIGNED, GROUPED, AND SUPPORTED. Project No. sheet ... 10-35.29 TOTAL CALCULATED AMPS = 62 Date 05/13/13 E3w0 d f Scale AS NO GENERAL NOTES: 1. CONTRACTOR SHALL LOCATE PROPOSED FIXTURES IN LOCATION SHOWN. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS IMMEDIATELY. k 2. ALL CONDUITS SHALL BE CONCEALED IF POSSIBLE. a REFERENCE 3. CONTRACTOR SHALL HAVE A UTILITY LOCATE PERFORMED ON SITE NORTH I PRIOR TO ANY TRENCHING. ALL PROPOSED EXCAVATION ADJACENT TO EXISTING UTILITIES MUST BE HAND EXCAVATED. 4. CONTRACTOR SHALL PATCH/REPAIR/ PAINT ALL SURFACES AFFECTED LIGHT FIXTURE BY THE REMOVAL OF EXISTING LIGHT FIXTURES. COLOR: MATCH EXISTING 5. ALL IMPACTED PAVEMENT AREAS SHALL BE PATCHED WITH MATERIALS CONSISTENT WITH EXISTING CONDITIONS. LIGHT POLE, BASE PLATE, AND 6. ALL ASPHALT WORK PERFORMED TO MATCH EXISTING ASPHALT ANCHOR BOLTS SHALL PROVIDE MATERIAL. A MINIMUM EPA RATING OF 7. ANY CURBING DAMAGED OR REMOVED DURING THE INSTALLATION MUST BE 2.0 @ 175 MPH TYPICAL E IST NGIN APPEARANCE. DETAIL THIS SHEET AND MADE TO MATCH OF ALL LIGHT FIXTURES STEEL LIGHT POLE ° COLOR AND APPEARANCE ° Z TO MATCH EXISTING a cW � -r- 6 ASPHALT WEAR COURSE � -�- 6" ASPHALT BASE COURSE W = TACK COAT O {— W BASE PRIME COAT C_D z z CD \\ \ Z SUB-GRADE \ \� W Z = O Z ASPHALT 1"TYPE S-3 ASPHALTIC CONCRETE WEAR COURSE W� T_ Y (MATCH EXISTING ASPHALT MATERIAL) C0 X ASPHALT 1-1/2" TYPE II ASPHALTIC CONCRETE STRUCTURAL W BASE COURSE 00 = U BASE 6" LIMEROCK LBR 100 COMPACTED TO Q 98% OF AASHTO T-180 INFINITY ENGINEERING GROUP,LLC 0 SUB-GRADE 12" COMPACTED SUB-GRADE LBR 40 1135 Marbella Plaza Drive COMPACTED TO 989/o AASHTO T-180 Tampa,Florida 33619 0r GROUND WIRE LUG BOLTED o HAND HOLE — _TYPICAL ASPHALT PAVEMENT SECTION []: 813.446.421° TO LIGHT POLE NOT TO SCALE www.iegroup.net < BOLT COVER Certificate of Authorization.No 27889 Z (WITH POLE) ANCHOR BOLT FURN. BY ° POLE MANUFACTURER Client Name and Address NEW SURFACE Bankof America O NEW BASE EDGE OF EXIST PAVEMENT ii SAW CUT\ ----------------— NISIT SEGik P.E. FL. ,�E�t4085 .�,"%� �o •' yq _\• 84085 . ,k F1= --- �` k F) APPLY PRIME OR TACK = :•• O F •;�w,; GRADE MATERIALS AS NECESSARY •,��� '•,•,c _ _ CONNECTION DETAIL W II AT EXISTING ASPHALT PAVEMENTS ° -Iii I NOT TO SCALE W i Ill M low Z I f� _ 6�, _r___ cc w M _ 2"R z o Oct L POLE NOTE RACEWAYS _ 6„ 1 PAVEMENT 0 N AS REQ'D. 0 Z Z � 4 1. FOUNDATION HAS BEEN PREPARED IN ACCORDANCE, ACI 31000 PSI CONCRETE ;•: a I 18.. . :...: .4 � o � �, g 318-08 AND ASCE 7-10. �\ FOUNDATION 2. MINIMUM SOIL BEARING CAPACITY PRESSURE OF 21000 PSF WAS USED AS BASIS FOR DESIGN. m STEEL SHALL BE ASTM A50 GRADE 60 _� 5 - #5's VERT. • t 3. REINFORCING , NOTES 4. WIND LOAD = 175 MPH, EXPOSURE C WITH 11 - #3 TIES 1. CURB SHALL BE CAST OF 3,000 P.S.I. CONCRETE. °- V' 2,_O„ AT 11 1, O.C. 2. DIMENSION AND SHAPE FOR REFERENCE ONLY. MATCH EXISTING CONDITIONS. a [A �/ Sheet _j 5.29 LIGHT POLE DETAIL 6" VERTICAL CURB /13 D1,0 NOT TO SCALE NOT TO SCALE OTED ATE 95TH S QTY LABEL NOTES 2 Al WASH AND RELAMP REFERENCE 1 A2 WASH AND RELAMP 4 131 REMOVE _ PC1 ° 8 B2 REMOVE 1 WB Mi—C 1 WB2 C � N M WE1 � � . CC1 0� 2 B3 REMOVE ° M 3 C131 REMOVE AND REPLACE WB2 WB1 6 CC1 REMOVE AND REPLACE UB1 ❑ ° WB1 U 2 CH1 REMOVE AND REPLACE 4 CJ1 REMOVE AND REPLACE B2 oUB1 1 P131 ADD 1 PG1 oUB1 • U -� PC1 REMOVE AND REPLACE 9 E 2 PF1 REMOVE AND REPLACE cam° ° � ' ATM3 o 1 PG1 ADD 1 UA1 3i i1 1 oq l a ° 2 PG2 REMOVE AND REPLACE ] ❑UB1 oU 1 PH1 REMOVE AND REPLACE Al °' 3 UA1 REMOVE AND REPLACE — WALL MOUNT • , 11 U131 ADD 11 5 W131 REMOVE AND REPLACE UB1 UB1 ❑ 8C 1 ►� 1s o ° 3 W132 ADD 3 INF T- Y- 1 WC1 ADD 1 a 8c 1 " PC1 1 WE1 REMOVE AND REPLACE 1 WF1 REMOVE AND REPLACE AT NEW HEIGHT 'U 1 INFINITY ENGINEERING E3 UB1 Al GROUP,LLC o _ PG2 � °x !s � . 1135 Marbella Plaza Drive 13C Tampa,Florida 33619 C1 0 CC1 0 Q� L7 [p]: 813.434.4770 0 [f]: 813.445.4211 e rn C C 1 M A2 www.iegroup.net Certificate of Authorization.No,27889 ATM 1 p o 0 t4 Client Name and Address WB1 ° CC 1 _._.__ ______ 0 8 � �, America PF1 NISIT SAPPARK A0, P.E. e x. FL. RE��tN ► t(�}Q85 i R o` p\ . ' �• •NS�c'•.9�� .q0 n. � •••\ nr � CB1 o ° - _� 0 640 5 . ` Al _ E OF P H 1 M PG2 � '► , , co CL CCo u w+ W M Z N N 4) LL W W ei Z 10 v F- °� V + o + &a (t Protect No. Sheet 10-35.29 te N E ` 4TF1 STRE T OVERALL SITE P LAN Sca05/13/13 .U-1 scale AS NOTED NOT TO SCALE REFERENCE DOCUMENTS GENERAL NOTES: SEE SPEC SHEETS CB1 ; CC1 ; CHI ; CJ1 ; PB1 ; PC1 ; PF1 ; PG1-PG2; PH1 ; UA1-UB1 ; 1 . EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON A LIMITED AMOUNT OF WB1-WB2; WC1 ; WE1; & WF1 'y INFORMATION AVAILABLE TO THE ENGINEER. ALL SUCH CONDITIONS SHALL BE VERIFIED SEE SHEET LU-3 FOR DETAILED DIMENSIONING PLAN REFERENCE BY THE CONTRACTOR PRIOR TO SUBMITTING THE BID AND ADJUSTED IF NECESSARY.BY NO ADDITIONAL COMPENSATION SHALL BE GRANTED AFTER AWARDING A BID FOR ANY EQUIPMENT, MATERIAL OR LABOR REQUIRED TO REWORK OR OTHERWISE MODIFY EXISTING CONDITIONS. 2. THE CONTRACTOR SHALL GUARANTEE ALL HIS WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNERS. 3. THIS LIGHTING DESIGN IS BASED ON A COMBINATION OF STATE STANDARDS, THE BANK'S CURRENT POLICY FOR EXTERIOR ATM AND AFTER-HOUR DEPOSITORIES AND BANK GUIDELINES FOR NON-SECURITY COMPLIANCE ZONES. T ALL LIGHTING FIXTURES THAT IMPACT THE 60' N v 4. WASH LENS, RE-LAMP, AND RE-BALLAST SITE NOTES: RADIUS AROUND ALL ATMS AND WITHIN 10' OF AFTER-HOUR DEPOSITORIES, IF THEY ARE TO REMAIN IN PLACE. 1. CONTRACTOR TO CONSULT WITH A LINCOLN HARRIS REPRESENTATIVE PRIOR TO 5. TRIM ALL TREES/LANDSCAPING TO MINIMIZE IMPEDING LIGHT FROM ANY LIGHT DISPOSING OF EXISTING FIXTURES. FIXTURES THAT IMPACT THE 60' RADIUS AROUND ALL ATMS AND A RADIUS OF 50' AROUND ALL AFTER-HOUR DEPOSITORIES. CONSIDERATION MUST BE GIVEN TO TREES/LANDSCAPING IN A STATE OF FULL FOLIAGE/BLOOM AND FUTURE GROWTH. 6. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM GMR ON ANY FIXTURE l,IODIFICATIONS OR VARIATIONS FROM THE LUMINAIRE SCHEDULE. 7. THE CONTRACTOR SHALL VERIFY THAT LIGHT POLES FOR PROPOSED OR MODIFIED FIXTURES ARE ADEQUATE FOR THE INTENDED MOUNTING HEIGHT. IF AN EXISTING LIGHT v POLE IS BEING USED, THE CONTRACTOR SHALL VERIFY THAT IT IS IN SATISFACTORY CONDITION. ALL POLE BASE DETAILS WILL BE PROVIDED BY THE CONTRACTOR AND WILL FOLLOW ANY APPLICABLE STATE OR LOCAL JURISDICTION STANDARDS. 8 N w 8. CONTRACTOR TO VERIFY VOLTAGE REQUIREMENTS FOR FIXTURES PRIOR TO PLACEMENT OF FIXTURE ORDER. 9. ALL MOUNTING HEIGHTS ARE INTENDED TO THE BOTTOM OF THE FIXTURE. 0 10. PARTIAL SITE PLAN INFORMATION MAY HAVE BEEN PROVIDED BY AN OUTSIDE SOURCE. CONTRACTOR TO FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 11 . DIMENSIONING PROVIDED IS FOR PROPOSED FIXTURE LOCATIONS ONLY, UNLESS OTHERWISE NOTED ON THE DRAWING. 12. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM GMR ON ANY DEVIATIONS FROM THE LUMINAIRE SCHEDULE. 13. THE CONTRACTOR SHALL VERIFY ANY ADDITIONAL MOUNTING HARDWARE NEEDED FOR PROPOSED FIXTURES. THIS INCLUDES REORIENTED FIXTURES, ADDED FIXTURES, AND '.11-Jo REMOVE AND REPLACE FIXTURES. INE aly INFINITY ENGINEERING GROUP,LLC 1135 Marbella Plaza Drive Tampa,Florida 33619 [p]: 813.434.4770 [11: 813.445.4211 LUMINAIRE SCHEDULE www.iegroup.net Certificate of Authorization.No.27889 SYMBOL QTY LABEL FIXTURE ARRANGEMENT TOTAL FIXTURE FIXTURE TYPE MANUFACTURER MOUNTING HEIGHT NOTES COUNT —�� 2 Al SINGLE 2 EXISTING POLE LIGHT - - WASH AND RELAMP Client Name and Address Bankof America 1 A2 SINGLE 1 EXISTING DECORATIVE WALL LIGHT - - WASH AND RELAMP U4 B1 SINGLE - EXISTING WALL LIGHT - - REMOVE M8 B2 SINGLE - EXISTING CANOPY FIXTURE - - REMOVE 2 B3 SINGLE - EXISTING FLOOD LIGHT - - REMOVE •Ed O3 CB1 SINGLE 3 LR6-DR1000 CREE (BetaLED) MATCH EXISTING REMOVE AND REPLACE NISIT /A �, 0, P.E. FL. ,MATCH EXISTING REMOVE AND REPLACE 6 CC1 SINGLE 6 CAN-EDG-5M-DM-04-D-UL-BZ-525-43K CREE (BetaLED) :`r,�o Z�• •. 9c ?_ CHI SINGLE 2 STR-0033-LP LEDALUX MATCH EXISTING REMOVE AND REPLACE •- -� .. . t>= 4 CJ1 SINGLE 4 SLT232 CRESCENT MATCH EXISTING REMOVE AND REPLACE0�3 s 1 SINGLE AR CRESCENT 18'-6" ADD 1 r�'�-� �\•'%•.�`��� -� 1 H2 -, . —�� 2 PG SINGLE 2i - ARE-EDG-4M-DL-12-D-UL-BZ-525-40K CREE (BetaLED) MATCH EXISTING REMOVE AND REPLACE UJ — ] 2 PF1 SINGLE 2 ARE.--FDG-5M-DL-10-D-UL-BZ-525-40K CREE (BetaLED) MATCH EXISTING REMOVE AND REPLACE • 1 PG1 DOUBLE (2®180') 2 AFL- FOG- !1-D� 12-D-UL-BZ-525-40K CREE (BetaLED) 18'-6" ADD 1 [�—E� ?_-J -UL-BZ-525-40K CREE BetaLED MATCH EXISTING REMOVE AND REPLACE CJ M UJ 2 PG2 TRIPLE (3©90') 6 ARE-EDG-"�A-Dl (BetaLED) W M 1 PHI TRIPLE (3 5120') 3 ARE-EDG-5M-DL-16-u -UL-BZ-525-40K CREE (BetaLED) MATCH EXISTING REMOVE AND REPLACE w Z Q ao 3 UA1 SINGLE 3 ARE-EDG-4M-DA-08-D-UL-13Z-525-40K CREE (BetaLED) MATCH EXISTING REMOVE AND REPLACE - WALL MOUNT Z C14 (0 11 UB1 SINGLE 1 1 CAN-EDG-5M-PD-04-D-UL-BZ-525-43K CREE (BetaLED) MATCH EXISTING ADD 11 a Z w n MATCH EXISTING REMOVE AND REPLACE a ® °' os UJ 5 WB1 SINGLE 5 SEC-EDG-3M-WM-02-D-UL-BZ-525-40K CREE (BetaLED) u v 3 WB2 SINGLE 3 SEC-EDG-3M-WM-02-D-UL-BZ-525-40K CREE (BetaLED) 11' ADD 3 Z :2 1 WC1 SINGLE 1 SEC-EDG-3M-WM-04-D-UL-BZ-525-40K CREE (BetaLED) 7' ADD 1 U (BetaLED MATCH EXISTING REMOVE AND REPLACE n`2 N 1 WE1 SINGLE 1 SEC-EDG-4M-WM-04-D-UL-BZ-525 40K CREE ) 1 WF1 SINGLE 1 SEC-EDG-4M-WM-06-D-UL-BZ-525-40K CREE (BetaLED) 9' REMOVE AND REPLACE AT NEW HEIGHT D Project No. Shoot - 10-35.29 Date 05/13/13 L UM02 scale SITE NOTES & SCHEDULES AS NOTED 60 NE 95TH STREET QTY LABEL NOTES 2 Al WASH AND RELAMP REFER C 1 A2 WASH AND RELAMP _._.___.___.____...._._.�______-._.__.._...�.._ NORTH 4 B1 REMOVE PC1 WB,, CHrC 1 t �W,— 8 B2 REMOVE WB2 N °62 WE1 ` Q2__. mBe__ C 1 T' ,p CENTER ON k>YN�� v� L1 — _ i COLUMN Ll 2 B3 REMOVE WB2 WB1 7't 8't 1132 r st�1 UB11 U `° t� r' 3 CB1 REMOVE AND REPLACE 46'f 6 CC1 REMOVE AND REPLACE +� 9B16"f ' N 4 —6"f 5'-6"f C 1 PG1 2 CH1 REMOVE AND REPLACE �UB1 U 4 CJ1 REMOVE AND REPLACE T*-Oo P -1 4 . i c0 ID i 0i I I ATW3 1 PB1 ADD 1 UA1 ' 9 N p. \ 2 PC1 REMOVE AND REPLACE U 1 Al •u—, 5'± g'f "' a�i 2 PF1 REMOVE AND REPLACE ,$ 1 PG1 ADD 1 1 UB1 UB C 1 �° a 2 PG2 REMOVE AND REPLACE +� 8 r_6.t ++ 1 PH1 REMOVE AND REPLACE PC1 '� to 6"± C` 1 � 3 UA1 REMOVE AND REPLACE - WALL MOUNT 1062 - UB1 UB1 PG2 '& P 11 UB1 ADD 11 �; TRS `c CC 00 C 0 ; o o� C 5 WB1 REMOVE AND REPLACE 0 TR3 mgt mCC1� WB2 -1 11 V131' 3 WB2 ADD 3 "TM's_ CC1 1 _ a�. a o o r WBB1 1 WC1 ADD 1 1 WE1 REMOVE AND REPLACE 1 WF1 REMOVE AND REPLACE AT NEW HEIGHT 6TA PF INFINITY ENGINEERING GROUP,LLC T 5 ,TR5 1135 Marbella Plaza Drive � . �• � B � ': �° �. Tampa,Florida 33619 C TR5.. Pi Q N CB1 r ' [p]: 813.434.4770 r.r y ' [f]: 813.445.4211 • '� "l Al ,`�` +•► www.iegroup.net 52,E `+ `c-o �� ' `�` Certificate of Authorization.No.27889 PH1 7 TR4 r iD5 j � TR5 Client Name and Address R5 � 1 t,_ 'px �; .• PG2 `,•, Bankof America to TR5 ,h PF1 r NISIT SAPPARK A� P.E. FL. REG. N 84085 P� Ow fill.. Rk � � LIJ� SITE NOTES: -o 'w NE 94TH STEET� �. 1. CONTRACTOR TO CONSULT WITH A LINCOLN HARRIS REPRESENTATIVE PRIOR TO DISPOSING OF EXISTING FIXTURES. 1C . Cq DO w r i C> � Z 00 LANDSCAPE SCHEDULE N N vi LL W w LU SYMBOL QTY NOTES Q 0 a, o to TR1 1 TRIM TREES UP 10' FROM GROUND TO LOWEST LIMBS 0 TR2 1 TRIM TREES UP 15' FROM GROUND TO LOWEST LIMBS E TR3 1 TRIM TREES UP 20' FROM GROUND TO LOWEST LIMBS r..J TRIM TREES UP 15' AND 5' DOWN AWAY FROM LIGHT FIXTURES TO TR4 1 n`. v ENSURE THAT THEY DO NOT INTERFERE WITH INTENDED ILLUMINATION TR5 6 TRIM TREES UP 15' AND AWAY FROM LIGHT FIXTURES TO ENSURE THAT THEY DO NOT INTERFERE WITH INTENDED ILLUMINATION TR6 2 REMOVE TREES Project No. Sheet 10-35.29 SH1 2 REMOVE SHRUBS Date 05/13/13 LU' 3 MODIFICATION , LANDSCAPING 8c DIMENSIONING PLAN Scale SL AS NOTED 77�/ NE 95TH STREET F REFERENCE 4 42 he S2 S.o 14 ho 12 13 42 Z7 4.e 5.0 NORTH 13 is 1v�1+�e 133 13.2 14A he 4A Rs 4.7 he he h 7 4.s 1 h2' 1 1.e 42a 1e.o h4 13 oCfirc 1 ys 11.a 11.3 It N n_ 1.s s �`VV3 }, 47 ha 1e v7 .WB I' o 1.e 1.a t � B �, a a° 4A 14 4.a UB1 ®U the 4.e he 1.o hr +a M C] V3 a �AB 4.3 4. 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REG. N . 4o85 o tt1i11111 �%%%%% ` o c,P +0. +0.7 + .0 +1.3 +1.7 +2.1 +1.8 +1.3 +1.1 +1. 0.9 +0.9 +0.8 +0.8 +0. +L 1 1.4 +1.8 +2.0 +1.9 +1.8 +1.2 +0.8 +0.5 +O�,u +. ` >�\`�•�G( � °°i • r _ � • r +0.4 +p.5 +0.7 +0.8 +1.0 +1.2 +1.0 +1.2 +1.1 +0.9 0.6 +0.5 +0.6 +0.5 +0. +0.7 +0.8 +0.9 _ +1.0 +1.0 +0.8 +0.7 +0.5 +0.3 +0.2 +0.0 ; W 4 NE 94TH STREET >�•'• E .j Oct � + M r W M M W p Uj Q O ►? �. Z w CL 0 Lu �- E ' CALCULATION SUMMARY Z i Label CalcType Units Avg Max Min Avg/Min Max/Min fi to LL. FULL SITE © GRADE Illuminance Fc 4.15 19.2 0.0 N/A N/A Project No. Sheet 10-35.29 FULL SITE PHOTOMETRIC PLAN Date 05/13/13 L(„, 5 Scale AS NOTED