Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
1275 Red Cleveland Blvd - BC09-000875 (SANFORD AIRPORT AUTHORITY) (TERMINAL A - INTERNATIONAL) (A)
N I Y 1N 2 1 3 2 4 .CONCEPTUAL RENDERING, V E---001 ELECTRICAL SPECIFICATIONS, DEMOLITION NO -TES, & DRAWING LIST E-101 ELECTRICAL POWER, LIGHTING PLAN & NOTES E-102 €ELECTRICAL - COMMUNICATION PLAN & NOTES E 201 ELECTRICAL - SYMBOLS, SCHEDULES LIST, & DEI-A€I..S MECHANICAL N0. TITLE M-001 MECHANICAL — SYMBOLS, NOTES, & DRAWING LIST MM. -101 MECHANICAL. -- FLOOR & DEMO MANS M--201 MECHANICAL — SCHEDULES M-1-501 MECHANICAL — DETAILS TENANT SPACE DATA A I.� DRAWINGS -IN.DEX GENERAL FLORIDA BUILDING CODE, 2004 EDITION N0. ti TITLEJb G--001 4` GENERAL — REQUIREMENTS 01010-01090 ,j C-002 GENERAL — REQUIREMENTS 01300-0,1500 0-003. GENERAL — REQUIREMENTS 01600--01r740 ARCHITECTURA€._A a = `IV, `' ''�"'p ` ,� � NO. 5 TITLE A F1+ A-001 Lam. !AN 0 t } ARCH) TECTURAL — SPECIFICATIONS 02060---06100 A-002 ARCHITECTURAL --- SPECIFICATIONS 06400-08300 A-003 ARCHITECTURAL — SPECIFICATIONS 09250--09500 A-004- ARCHITECTURAL. - ` PE.CIFICNI'IONS 09900-13120 A-100 ARCHITECTURAL — TEMPORARY & REMOVALS PLAN A-101 ARCH I-FECTURAL — NEW WORK, CEILING, & F;INISR.. TYPE OF CONSTRUCTION Z4!r,3q.lz R() 3Uii UIt�CC7 '7'. BUILDING HEIGHT IN STORIES FLOOR PLAN `Jfil% k i cul l i AF'F QFNIEWED AND CONDI'CiO A-201 ACCEP1FWPOR P�, 1vl A F'4 mirr1, fJED HF ARCHITECTURAL — ELEVATIONS cc,ri�rrlur f, to L> A I --1 f C rtJ F'?bcEfrc A-501 'rfi NI()iiK AND 7fit>t'I7f TU v1C. ARCHITECTURAL .`-SECTIONS & DETAIL!` CArI .,_. At r L. t , 2 +D \Ny o A--502 7; NOR ARCH LTEC, fURAL --- SECTIONS & DETAILS is ` I,Arr, =)f A USE GROUP CLASSIFICATION M A-503 ARCHITECTURAL_ — SIGNAGE DETAILS ARCN11 I LG"fUR�1L I ! RIURS PERMIT # N TITLE DATE; Al -101 ARCHITECTURAL INTERIORS — FIXTURE PLAN Al --501 ARCHITECTURAL INTERIORS – FIXTURE 180 Al -502. ARCHITECTURAL INTERIORS — FIXTURES 181/182/183 Al -503 ARCHITECTURAL INTERIORS FIXTURE 184 Al -504 ARCHITECTURAL INTERIORS - FIXTURES}`201 AI.. -505 ARCHITECTURAL INTERIORS -- FIXTURE 380 Al --506 ARCH TIECTURAL INTERIORS — FIXTURE 390 C NOT AFFECTED- 200 FEET NQ, TITLE SP -001 SPRINKLER — SYMBOLS, NOTES & DRAWING UST SP --101 SPRINKLER — FLOOR & DEMO PLAN SP -201 SPRINKLER - DETAILS SP -301 SPRINKLER - SPECIFICATION PLUMBING 1ALL. NO. TITLE P---001 PLUMBING - SYMBOLS, NOTES 8e DRAWING: LIST T P--101 PLUMBING - FLOOR PLAN P---201 PLUMBING - DETAILS f P---301 PLUMBING SPECIFICATIONS UEC -10 -ca NO. -TITLE E---001 ELECTRICAL SPECIFICATIONS, DEMOLITION NO -TES, & DRAWING LIST E-101 ELECTRICAL POWER, LIGHTING PLAN & NOTES E-102 €ELECTRICAL - COMMUNICATION PLAN & NOTES E 201 ELECTRICAL - SYMBOLS, SCHEDULES LIST, & DEI-A€I..S MECHANICAL N0. TITLE M-001 MECHANICAL — SYMBOLS, NOTES, & DRAWING LIST MM. -101 MECHANICAL. -- FLOOR & DEMO MANS M--201 MECHANICAL — SCHEDULES M-1-501 MECHANICAL — DETAILS TENANT SPACE DATA A APDL) ,ABLE CODES BUILDING FLORIDA BUILDING CODE, 2004 EDITION AND ALL. APPLICABLE AMMENENTMENTS FIRE FLORIDA BUILDING CODE, 2004 EDITION ELECTRICAL. NATIONAL ELECTRICAL CODE, 2004 EDITION MECHANICAL. FLORIDA BUILDING CODE„ ?004 EDITION, CHAPTER 13, ENERGY EFFICIENCY FLCi MA BUILDING CODE, 2004 EDITION, MECHANICAL PLUMBING FLORIDA BUILDING CODE, 2004 EDITION, PLUMBING ACCESSIBILITY FLORIDA BUILDING CODE, 2004 EDITION, CHAPTER 11, ACCESSIBILITY CODE BASE 13LJILDING USE GROUP CLASSIFICATION Al -- ASSEMBLY-COVCRED MALL BUILDING TYPE OF CONSTRUCTION TYPE .IIB, SPRINKLERED BUILDING HEIGHT IN STORIES 3 T.aWL_,2,ACE A LOCATION ORLANDO SANFORD INTERNATIONAL AIRPORT INTERNA-rIONAL. TERMINAL A USE GROUP CLASSIFICATION M TYPE OF CONSTRUCTION IIB— HEIGHT IN S FORIES I GE F 697 SF SF / PERSON (TABLE 100412) 60 OCCUPANT LOAD 12 NUMBER OF EXITS REQUIRED <<50 P) I NUMBER OF' E:xlrs PROVIDED STORE OPENING WITH EGRESS DOUR Kt1 I SCI G..-IN�LIf.� �tI L7 N EGRESS LENGTH; QF -TRAVEL NOT AFFECTED- 200 FEET FIRE: PROTECTION SYSTEM SPRINKLERCD FLAME SPREAD REQUIREMENTS CLASS A 5 C) Lu Z Q6 o 0��, P �oo«� U Z -Z w kms-- U} F- w < 0� z N =3 0 NU T 4 Ln VJ 1.l, LL F ,\TE A'T E. , THE: 1ALL. HON CD m Ina tu j. z N Ni *z cp >= >: a z F— z m J 0� CV :D >•>> Nz d U L!J O 0 ©ocl z z 0 Q CE ---1 ,. Z P- U { W D" coo- J `Ft�"I 0,^r� O � E �.�.4 0. L.L. HOZLL �z� � 4< 4< Q _..,... Q f < W --i O #1 i z 0 n. z � ow p O• W Cl 11 l < Ln N G1 u� V -- z 0 �-- U] lli < PROD N0: P703080242 SCALE: AS NOTED DATA: DESIGNED 67.7— 5F2 WN BV-. E. OUTHAVONG CHECKED BY: SHEET TITLE; SHE -ET NC3, SHEET 4F R G A 1 01010 - SUMMARY OF WORK I WORK INCLUDED - . 1. WORK INCLUDED: TENANT FIT OUT OF RETAIL. SPACE, INCLUDING NEW PARTITIONS, ELECTRICAL & FINISHES AS FURTHER DEFINED IN THE CONTRACT DOCUMENTS. 2. ALL. WORK TO BE CONDUCTED AS QUIETLY AS POSSIBLE AND WITH A MINIMUM AMOUNT OF NOISE OR DUST. 3. WHERE THE SCOPE OF THE WORK OF THE: CONTRACTOR CALLS FOR SERVICE CONNCCTIONS, SUPPORTS OR INSTALLATION OF ANY ITEM OR GROUP OF ITEMS BEING FURNISHED BY OTHER CONTRACTS, THE OMISSION OF ANY GIVEN ITEM FROM THE DRAWINGS OF THIS PARTICULAR CONTRACT SHALL. NOT RELIEVE: THE. CONTRACTOR OF THE RESPONSIBILITY FOR INSTALLING, CONNECTING OR SUPPORTING SUCH ITEM AT NO INCREASE IN CONTRACT. 4, THE CONTRACTOR SHALT.. BE BOUND TO THE BUILDING RULES AS TO THE HOURS OF WORK, USE OF THE ELEVATORS AND STAIRS, STORAGE AND REMOVAL OF DEBRIS, ETC. ALL. WORK SHALL BE PERFORMED AS EXPEDITIOUSLY AS POSSIBLE. THE CONTRACT PRICE MUST INCLUDE ANY AND ALL CONSIDE:RA!'ION OF THE BUILDING RULE$, NO EXTRA CHARGES WILL BE ADDED AFTER CONTRACT SIGNING, 5. THE CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN A MANNER THAT WILL CAUSE THE LEAST INTERFERENCE: TO THE OPERATION OF THE PRESENT TENANTS AND TO THE PUBLIC. 6. SUBJECT TO THE CONDITIONS ELSEWHERE STATED HEREIN, THE AREAS TO BE OCCUPIED BY THE PERMANENT CONSTRUCTION WILL BE MADE AVAILABLE TO THE CONTRACTOR UPON THE COMMENCEMENT OF THE CONTRACTOR'S FIRST OPERATIONS AT THE CONSTRUCTION SITE. THE CONTRACTOR WILL PROVIDE PROTECTION OF COMMON AREAS AS NECESSARY, SUBJECT TO THE REVIEW AND THE ACCEPTANCE OF THE OWNER AND ARCHITECT. 7. THE CONTRACTOR SHALL COOPERATE WITH AND COORDINATE THEIR OPERATIONS WITH THOSE OF TETE OWNER AND ALL TENANTS, THE CONTRACTOR SHALL SO PLAN AND CONDUCT THEIR OPERATIONS AS TO WORK IN HARMONY WITH OTHERS ENGAGED AT THE CONSTRUCTION SITE AND NOT TO DELAY, ENDANGER OR INTERFERE WITH THE OPERATIONS OF OTHERS (WHETHER OR NOT SPECIFICALLY MENTIONED ABOVE), ALL -1.0 'THE BEST INTERESTS OF THE OWNER AND THE PUBLIC AND AS MAY BE DIRECTED BY THE OWNER, TENANTS AND ARCHITECT, 8, THE CONTRACTOR SHALL NOT INTERFERE WITH GENERAL PUBLIC ACCESS AND EGRESS. INTRODUCTION OF MATERIALS AND ACCESS AND EGRESS OF THE WORKFORCE SHALL BE RESTRICTED TO SUCH PLACES AND IN SUCH MANNER AS ACCEPTED BY THE OWNER, TENANT AND ARCHITECT. 9. ALL WORK IS REQUIRED TO BE COORDINATED WITH TENANT OPERATIONS THROUGH THE ARCHITECT. THE CONTRACTOR WILL BE PERMITTED TO WORK DURING NORMAL WORKING HOURS ONLY TO THE EXTENT THAT SUCH OPERATION DOES NOT INTERFERE SIGNIFICANTLY WITH OPERATIONS. WORK WITHIN ANY AREA ENCLOSED BY PERMANENT CONSTRUCTION PARTITION WILL BE PERMITTED DURING ALL HOURS PROVIDED THAT NOISE LEVELS ARE ACCEPTABLY TO THE OWNER, TENANTS AND THE ARCHITECT. 10. PROVIDE SUCH EQUIPMENT AND FACILITIES AS ARE NECESSARY OR REQUIRED, IN CASE; OF ACCIDENT, FOR FIRST AID SERVICE TO ANY WHO MAY BE INJURED IN THE PROGRESS OF THF WORK, AND HAVE STANDING ARRANGEMENTS FOR THE REMOVAL AND HOSPITAL TREATMENT OF ANY EMPLOYEES WHO MAY BE INJURED OR WHO MAY BECOME ILL. COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH STANDARDS ISSUED BY THE SECRETARY OF LABOR PURSUANT TO THE WILLIAMS-STEEGER OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 AND AS AMENDED, 11. WORK BY OWNER 1. THE OWNER MAY AWARD SEPARATE CONTRACTS WHICH WILL COMMENCE DURING WORK UNDER THIS CONTRACT, THESE CONTRACTS INCLUDE, BUT NOT NECESSARILY LIMITED TO: rEl-EPHONES, ELECTRONIC EQUIPMENT, WIRING, SIGNAL AND COMMUNICATION CIRCUITS. 2. ITEMS NOTED 'NIC' (NOT IN CONTRACT), WILL BE FURNISHED AND INSTALLED BY OWNER_ 3, FOR ITEMS FURNISHED BY OWNER FOR FINAL CONNECTION BY CONTRACTOR. REFER TO DRAWINGS. 12. OWNER SUPPLIED PRODUCTS 1. THE FOLLOWING ABBREVIATIONS ARE UTILIZED IN THE CONTRACT DOCUMENTS: A. OSOI - OWNER SUPPLIES) OWNER INSTALLED. B OSCI - OWNER SUPPLIED CONTRACTOR INSTALLED, 2. OWNER'S RESPONSIBILITIES: (OSO) & OSCI) A, ARRANGE. FOR AND DELIVER OWNER REVIEWED SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES, TO 'l -HE:: CONTRACTOR. B, ARRANGE AND PAY FOR PRODUCT DELIVERY TO SITE, C. ON DELIVERY, INSPCC'I' PRODUCTS JOINTLY WITH THE CONTRACTOR. D. SUBMIT CLAIMS FOR TRANSPORTATION DAMAGE AND REPLACE DAMAGED, DEFECTIVE, OR DEFICIENT ITEMS. E. ARRANGE FOR MANUFACTURERS' WARRANTIES, INSPECTIONS, AND SERVICE. 3. CONTRACTOR'S RESPONSIBILITIES: (OSOI & OSCI) A, REVIEW OWNER REVIEWED SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES, B. RECEIVE, UNLOAD AND UNCRATE PRODUCTS Al' THE SITE; INSPECT FOR COMPLETENESS OR DAMAGE, JOINTLY WITH OWNER, C. HANDLE AND STORE PRODUCTS. D. REPAIR OR REPRICE ITEMS DAMAGED AFTER RECEIPT. E� INSTALL AND FINISH PRODUCTS. (OSCI ONLY) 4. ITEMS SUPPLIED TO SITE AND INSTALLED BY OWNER (OSOI): A. ITEMS AS INDICATED ON THE DRAWINGS, 5_ ITEMS SUPPLIED 1:3Y OWNER FOR INSTALLATION BY CONTRACTOR (OSCI): A, ITEMS AS INDICATED ON THE DRAWINGS. ll MATERIALS _ NOT USED III EXECUTION - NOT USED END OF SECTION 01010 01019 ..-• CONTRACI CONS IDERAI ION S I WORK INCLUDED - 1. ACCEPTED ALTERNATES WILL BE IDENTIFIED IN OWNER -CONTRACTOR AGREEMENT. COORDINATE RELATED WORK AND MODIFY SURROUNDING WORK AS REQUIRED, 2. CONTRACTOR SHALL SUBMIT A PRINTED SCHEDULE OF VALUES ON AIA FORM 0703'- APPLICATION AND CERTIFICATE FOR PAYMENT CONTINUATION SHEET, IN DUPLICATE, WITHIN 15 DAYS AFTER DATE OF OWNER -CONTRACTOR AGREEMENT. 2 3. CONTRACTOR SHALL. SUBMIT THREE COPIES OF EACH APPLICATION FOR PAYMENT TO THE ARCHITECT ON AIA FORM 0702 - APPLICATION AND CERTIFICATE FOR PAYMENT AND AIA G703 - CONTINUATION SHEET, UTILIZING; SCHEDULE OF VALUES, 4. CHANGE PROCEDURES: 1, THE ARCHITECT WILL ADVISE OF MINOR CHANGES IN THE WORK NOT INVOLVING AN ADJUSTMENT TO CONTRACT SUM OR CONTRACT TIME AS AUTHORIZED BY AIA A201, BY ISSUING SUPPLEMENTAL S U . IN TR CFIONS ON AIA FORM G710. 2. THE ARCHITECT MAY ISSUE A PROPOSAL REQUEST WHICH INCLUDES A DETAILED DESCRIPTION OF A PROPOSED CHANGE WITH SUPPLEMENTARY OR REVISED CONTRACT DOCUMENTS, A CHANGE IN CONTRACT TIME FOR EXECUTING THE CHANGE, WITH A STIPULATION OF ANY OVERTIME WORK REQUIRED AND THE PERIOD OF TIME DURING WHICH THE REQUESTED PRICE WILL BE CONSIDERUD VALID. CONTRACTOR TO SUBMIT AN ESTIMATE WITHIN SEVEN CALENDAR DAYS. 3. THE CONTRACTOR MAY PROPOSE CHANGES 13Y SUBMITTING A REQUEST FOR CHANGE TO THE ARCHITECT, DE=SCRIBING THE PROPOSED CHANGE AND ITS FULL, EFFECT ON THE WORK. INCLUDE A STATEMENT DESCRIBING THE REASON FOR 'THE CHANGE, AND THF: EFFECT ON THE CONTRACT SUM AND CONTRACT TIME WITH FULL, DOCUMENTATION AND A STATEMENT DESCRIBING THE EFFECT ON WORK BY SEPARATE: OR OTHER CONTRACTORS. 4. THE ARCHITECT MAY ISSUE_ AIR FORM G713 CONSTRUCTION CHANGE DIRECTIVE, ..SIGNED BY THE OWNER, INSTRUCTING THE CONTRACTOR TO PROCEED WITH A CHANCE IN THE WORK, FOR SUBSEQUENT INCLUSION IN A CHANGE ORDER. DOCUMENT WILL DESCRIBE CHANGES IN THE WORK, AND DESIGNATE METHOD OF DETERMINING ANY CHANGE IN CONTRACT SUM OR CONTRACT TIME, CONTRACTOR SHALL PROMPTLY EXECUTE" THE CHANGE. 5. TIME AND MATERIAL CHANGE ORDER: THE CONTRACTOR SHALL_ SUBMIT AN ITEMIZED ACCOUNT AND SUPPORTING DATA AFTER COMPLETION OF CHANGE, WITHIN TIME LIMITS INDICATED IN THE CONDITIONS OF THE CONTRACT, ARCHITECT WILL DFTCRMINC THE CHANGE ALLOWABLE IN CONTRACT SUM AND- CONTRACT TIME AS PROVIDED IN THE CONTRACT DOCUMENTS, MAINTAIN DETAILED RECORDS OF WORK DONE; ON TIME AND MATERIAL. BASIS. PROVIDE DULL INFORMATION REQUIRED FOR EVALUATION OF PROPOSED CHANCES, AND TO SUBSTANTIATE COSTS FOR CHANGES IN THE WORK. 6, CONTRACTOR SHALL ISSUE CHANGE ORDERS, USING AIA 0701 CHANGE ORDER, FOR SIGNATURES OF ALL PARTIES AS PROVIDED IN THE CONDITIONS OF THE CONTRACT. EI MATERIALS - NOT USED III EXECUTION - NOT USED END OF SECTION 01019 01039 - COORDINATION AND MELE1NG3 I WORK INCLUDED - 1. VERIFY THAT UTILITY REQUIREMENTS AND CHARACTERISTICS OF OPERATING EQUIPMENT ARE COMPATIBLE WITH BUILDING UTILITIES. COORDINATE WORK OF VARIOUS SECTIONS HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVICE, SUCH EQUIPMENT. 2. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WHICH ARE INDICATED DIAGRAMMATICALLY ON DRAWINGS. FOLLOW ROUTING SHOWN FOR PIPES, DUCTS, AND CONDUIT, AS CLOSELY AS PRACTICABLE. PLACE RUNS PARALLEL WITH LINE OF BUILDING. UTILIZE SPACES EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS, FOR MAINTENANCE, AND FOR REPAIR. 3. IN FINISHED AREAS EXCEPT AS OTHERWISE INDICATED, CONCEAL PIPES, DUCTS, AND WIRING WITHIN THE CONSTRUCTION, COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WITH FINISH ELEMENTS. 4. AFTER OWNER OCCUPANCY OF PREMISES, ACCESS TO SPACE FOR CORRECTION OF DEFECTIVE WORK AND WORK NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS (PUNCH LIST ITEMS), SHALL BE CONDUCTED AT TIMES OTHER THAN REGULAR WORKING HOURS UNLESS OTHERWISE CONSENTED TO BY THE OWNER, 5. PRE -CONSTRUCTION MEETING A. A PRE -CONSTRUCTION MEETING WILL BE SCHEDULED AT THE PROJECT SITE PRIOR TO CONTRACTOR OCCUPANCY. B3 ATTENDANCE REQUIRED: AUTHORITY HAVING JURISDICTION, LANDLORD, OWNER, ARCHITECT, CONTRACTOR AND CONTRACTOR'S SUPERINTENDENT_ C. AGENDA: I , USE OF PREMISES BY OWNER AND CONTRACTOR. 2. SECURITY 3. TEMPORARY PROTECTION AND SAFETY 4, DUST AND NOISE PROTECTION 5. STAGING AREA, DELIVERY AND STORAGE OF MATERIALS 6, SCHEDULES AND PHASING OF THE WORK 7- CONTRACTOR PARKING 8. WORK HOURS 9. INSPECTION AND CERTIFICATE OF OCCUPANCY PROCEDURES 10, ANY SPECIFIC REQUIREMCNTS BY AUTHORITY HAVING JURISDICTION, LANDLORD OR OWNER, D. CONTRACTOR SHALL RECORD MINUTES AND DISTRIBUTE COPIES WITHIN TWO BUSINESS DAYS AFTER MEETING TO PARTICIPANTS, WITH ONE COPY TO THE AUTHORITY HAVING JURISDICTION, LANDLORD, OWNER, ARCHITECT, ALL. OTHER PARTICIPANTS AND THOSE AFFECTED BY DECISIONS MADE. 6, SITE MOBILIZATION MEETING A. ARCHITECT AND OWNER WILL SCHEDULE A MEETING AT THE PROJECT SITE PRIOR TO CONTRACTOR OCCUPANCY, 13, A-ITFNDANCE REQUIRED: OWNER, ARCHITECT, SPECIAL CONSULTANTS, CONTRACTOR, CONTRACTOR'S SUPERINTENDENT, AND MAJOR SUBCONTRACTORS, C. AGENDA: 1. USE OF PREMISES BY OWNER AND CONTRACTOR. 2. OWNER'S REQUIREMENTS. 3, CONSTRUCTION FACILITIES AND CONTROLS PROVIDED BY OWNER. 4. TEMPORARY FACILITIES PROVIDED BY OWNER. 5. SECURITY AND HOUSEKEEPING PROCEDURES. 6, SCHEDULES. 7. PROCEDURES FOR TESTING, 8, PROCEDURES FOR MAINTAINING RECORD DOCUMENTS. 9. REQUIREMENTS FOR START-UP OF EQUIPMENT. 10, INSPECTION AND ACCEPTANCE OF EQUIPMENT PUT INTO SERVICE DURING CONSTRUCTION PERIOD_ 2 1 D. CONTRACTOR SHALL RECORD MINUTES AND DISTRIBUTE COPIES WITHIN TWO BUSINESS DAYS AFTER MFU- ING TO PARTICIPANTS, WITH ONE COPY TO OWNER, ARCHITECT, OTHER PARTICIPANTS, AND THOSE AFFECTED BY DECISIONS MADE:, 7. PROGRESS MEETINGS A. CONTRACTOR SHALL SCHEDULE AND ADMINISTER MEETINGS THROUGHOUT PROGRESS OF THE WORK AT MAXIMUM WEEKLY INTERVALS. B. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR MEE'T'INGS, PREPARE AGENDA WITH COPIES FOR PARTICIPANTS, PRESIDE AT MEETINGS. C. ATTENDANCE REQUIRED: JOB SUPERINTENDENT, MAJOR SUBCONTRACTORS AND SUPPLIERS, OWNER, ARCHITECT, AND CONSULTANTS APPROPRIATE TO AGENDA TOPICS FOR EACH MEETING, D. AGENDA: 1, REVIEW MINUTES OF PREVIOUS MEETINO. 2. [REVIEW PROGRESS OF WORK. 3. FIELD OBSERVATIONS, PROBLEMS, AND DECISIONS. 4, IDENTIFICATION OF PROBLEMS WHICH IMPEDE PLANNED PROGRESS. 5, REVIEW OF SUBMITTALS SCHEDULE AND STATUS OF SUBMITTALS. 6. REVIEW OF OFF-SITE FABRICATION AND DELIVERY SCHEDULES. 7. MAINTENANCE OF PROGRESS SCHEDULE. 8. CORRECTIVE MEASURES TO REGAIN PROJECTED SCHEDULE'S. 9. PLANNED PROGRESS DURING SUCCEEDING WORK PERIOD. 10. COORDINATION OF PROJECTED PROGRESS. 11. MAINTENANCE OF QUALITY AND WORK STANDARDS. 12. EFFECT OF PROPOSED CHANGES ON PROGRESS SCHEDULE AND COORDINATION. 13. OTHER BUSINESS RELATING TO WORK. E, CONTRACTOR SHALL RECORD MINUTES AND DISTRIBUTE COPIES WITHIN TWO BUSINESS DAYS AFTER MEETING TO EARTICIPANTS, WITH ONE COPY TO ARCHITECT, OWNER, PARTICIPANTS, AND THOSE AFFECTED BY DECISIONS MADE, 8. PRE -INSTALLATION MEETING A. WHEN REQUIRED IN INDIVIDUAL SPECIFICATION SECTIONS, CONVENE A PRE -INSTALLATION MEETING AT WORK SITE PRIOR TO COMMENCING WORK OF THE SECTION. B, REQUIRE ATTENDANCE OF PARTIES DIRECTLY AFFECTING, OR AFFECTED BY, WORK OF THE SPECIFIC SECTION. C. NOTIFY ARCHITECT FOUR BUSINESS DAYS IN ADVANCE OF MEETING DATE D. CONTRACTOR SHALL PREPARE AGENDA AND PRESIDE AT MEI -TING: 1. REVIEW CONDITIONS OF INSTALLATION, PREPARATION AND INSTALLATION PROCEDURES. 2. REVIEW COORDINATION WITH RELATED WORK. E. CONTRACTOR SHALL RECORD MINUTES AND DISTRIBUTE COPIES WITHIN TWO BUSINESS DAYS AFTER MEE:FING TO PARTICIPANTS, WITH ONE COPY TO ARCHITECT, OWNER, PARTICIPANTS, AND "THOSE AFFECTED BY DECISIONS MADE, 11 MATERIALS •-- NOT USED III EXECUTION - NOT USED END OF SECTION 010339 01045 QQIJTINQ /_SND PATCHING; I WORK INCLUDED - 1. THIS SECTION ESTABLISHES GENERAL REQU(RE:MENTS PERTAINING TO CUTTING INCLUDING FITTING, AND PATCHING OF ALL 'LTTE:: WORK, INCLUDING MISCELLANEOUS ARCHITECTURAL, STRUCTURAL MECHANICAL AND ELECTRICAL. WORK REQUIRED OUTSIDE THE CONTRACT LIMIT LININ REQUIRED TO: 1. MAKE THE SEVERAL PARTS FIT PROPERLY, NEW. AND EXISTING, 2. CORE DRILL FLOOR STRUCTURE AND SAWCUT FINISH FLOOR TOPPING FOR ELECTRICAL AND NEW FINISH FLOOR REQUIREMENTS, 3. UNCOVER WORK TO PROVIDE FOR THE INSTALLATION, INSPECTION, OR BOTH OF ILL-TIMED WORK. 4. REMOVE AND REPLACE WORK NOT CONFORMING TO REQUIREMENTS OF THE CONTRACT DOCUMENTS. 5. REMOVE AND REPLACE DEFECTIVE WORK_ 6. CUT, REPAIR AND PATCH TO MATCH EXISTING WORK LEFT EXPOSED TO VIEW BY REMOVALS AND •WHERE DAMAGED BY THIS CONTRACT WORK. 2, IN ADDITION TO OTHER REQUIREMENTS SPECIFIED, UPON THE ARCHITECT'S REQUEST, UNCOVER WORK TO PROVIDE FOR INSPECTION 13Y THE ARCHITECT OF COVERED WORK, AND REMOVE SAMPLES OF- INSTALLED MATERIALS FOR TESTING. 3. DO NOT CUT OR ALTER WORK PERFORMED UNDER SEPARATE CONTRACT WITHOUT THE ARCHITECT'S WRITTEN PERMISSION. 4. PERFORM ALL. CUTTING AND PATCHING IN STRICT ACCORDANCE WITH PERTINENT REQUIREMENTS OF THESE SPECIFICATIONS AND, IN THE EVENT THAT NO SUCH REQUIREMENTS ARE DETERMINED, IN CONFORMANCE WITH THE ARCHITECT'S WRITTEN DIRECTION. 5, PRIOR TO CUTTING WHICH AFFECTS THE STRUCTURAL SAFE -TY OR THE STRUCTURAL INTEGRITY OF THE BUILDING, SUBMIT A WRSTTEN REQUEST TO THE ARCHITECT FOR PERMISSION TO PROCEED WITH CUTTING. DO NOT CUT ANY STRUCTURAL WALLS, SLABS OR FRAMING MEMBERS, INCLUDING ANY REINFORCING UNTIL PERMISSION IS RECEIVED IN WRITING, IF REINFORCEMENT IS ENCOUNTERED WHERE NOT EXPECTED DO NOT PROCEED WITH CUTTING WITHOUT NOTIFYING THE ARCHITECT AND RECEIVING WRITTEN PERMISSION TO PROCEED. 1. PRIOR TO CUTTING (CORE BORING) EXISTING FLOOR SLABS CONTRACTOR SHALL VERIFY STRUCTURAL~ REINFORCING- OF CONCRETE, IF UNKNOWN, BY APPROVED XRAY METHOD, OR APPROVED ALTERNATE, UNLESS PERMISSION T'0 PROCEED IS GIVEN BY BUILDING OWNER'S REPRESENTATIVE. FOR KNOWN STRUCTURAL REINFORCEMENT LOCATIONS. DO NOT PROCEED WITH ANY CUTTING (CORE BORING) UNTIL WRITTEN. AUTHORIZATION IS RECEIVED FROM BUILDING OWNER. 6. PRIOR TO CUTTING AND PATCHING PERFORMED PURSUANT TO THE ARCHITECT'S INSTRUCTIONS, SUBMIT COST ESTIMATE TO THE ARCHITECT. SECURE THE ARCHITECT'S ACCEPTANCE OF COST ESTIMATE AND TYPE* OF COST REIMBURSEMENT BEFORE PROCEEDING WITH CUTTING AND. PATCHING. 7. SUBMIT WRITTEN NOTICE TO THE ARCHITECT DESIGNATING TIME THE WORK WILL BE UNCOVERED, TO PROVIDE FOR THE ' ARCHITECT'S OBSERVATION.3 IF THIS DRAWING IS LESS THAN 27" X 34" IT 15 A REDUCED SIZE DRAWIN(,3 4 II MATERIALS - 1, FOR REPLACEMENT OF WORK REMOVED, USE MATERIALS WHICH COMPLY WITH THE PERTINENT SECTIONS OF THESE SPEC[ FICATIONS. EXISTING AREAS ABUTTING NEW WORK OUTSIDE CONTRACT LIMIT LINE ARE TO MAI'CH EXISTING LIKE WORK IN MATERIAL AND FINISH: SEE: SECTION 01400. III EXECUTION - 1, INSPECT EXI;� TING CONDITIONS, INCLUDING ELEMENTS SUBJECT TO MOVEMENT OR DAMAGE DURING CUTTING AND PATCHING. 2. AFTER UNCOVERING THE WORK, INSPECT CONDITIONS AFFECTING INSTALLATION OF THE NEW WORK. 3, IF UNCOVERED CONDITIONS ARE NOT AS ANTICIPATED, IMMEDIATELY NOTIFY THE ARCHITECT AND SECURE NEEDED DIRECTIONS. 4. DO NOF PROCEED IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN TRULY RESOLVED. 5, PROVIDE ALL REQUIRED PROTECTION INCLUDING, BUT NOT NECESSARILY LIMITED TO, SHORING, BRACING AND SUPPORT TO MAINTAIN STRUCTURAL INTEGRITY OF THE WORK. 6. PERFORM ALL. WORK AS REQUIRED UNDER PERTINENT SECTIONS OF THESE SPECIFICATIONS, PERFORM CUTTING AND PATCHING 13Y MImrHODS WHICH WILL PREVENT DAMAGE TO OTHER PORTIONS OF THE WORK AND WILL PROVIDE; PROPER SURFACES TO RECEIVE. OR REPAIR NEW WORK. PERFORM FITTING AND ADJUSTMENT OF PRODUCTS TO PROVIDE FINISHED INSTALLATION COMPLYING WITH THE SPECIFIED TOLERANCES AND FINISHES. 7. CORE DRILL SLAB AND MAKE MINIMUM WIDTH AND RUN SAWCUT IN FINISH FLOOR TOPPING TO FLUSH FLOOR BOX LOCATIONS. ADJUST CORE DRILLING TO MISS SLAB REINFORCEMENT. PATCH TO MATCH FINISH FLOOR W14ERE EXPOSED TO VIEW, END OF SECTION 01045 01090 "•-" REFERE_NQE STANDAR I WORK INCLUDED - 1, THROUGHOUT THE CONTRACT DOCUMENTS, REFERENCE IS MADE TO CODES AND STANDARDS WHICH ESTABLISH QUALITIES AND TYPES OF WORKMANSHIP AND MATERIALS, AND WHICH ESTABLISH METHODS FOR TESTING AND REPORTING ,ON THE PERTINENT CHARACTERISTICS. 2. ALL MATERIALS AND WORKMANSHIP ARE REQUIRED BY THESE CONTRACT DOCUMENTS TO MEET OR CXCEED ALL PERTINENT CODES AND STANDARDS. IT IS THE: CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND WORKMANSHIP WHICH MEET OR EXCEED THE SPECIFICALLY NAMED CODE OR STANDARD, 3. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY, WHEN SO REQUIRED BY THE CONTRACT DOCUMENTS OR BY WRITTEN REQUEST FROM THE ARCHITECT, TO DELIVER TO THE ARCHITECT ALL REQUIRED PROOF THAT THE MATERIALS AND WORKMANSHIP, OR BOTH, MEET OR EXCEED THE REQUIREMENTS OF A SPECIFICALLY NAMED CODE OR STANDARD, SUCH PROOF SHALL HE IN THE FORM REQUESTED IN ARCHITECT, AND GENERALLY WILL BE T 0 WRITING BY THE ARCH , A L I REQUIRED T BE COPIES OF A CERTIFIED REPORT OF TESTS CONDUCTED BY A TESTING AGENCY ACCEPTED FOR THAT PURPOSE BY THE ARCHITECT 4, SPECIFIC NAMING OF CODES OR STANDARDS OCCURS ON THE DRAWINGS AND IN OTHER SECTIONS OF THESE SPECIFICATIONS, 5. QUALITY ASSURANCE: 1. FAMILIARITY WITH PERTINENT CODES AND STANDARDS. 2. IN PROCURING ALL ITEMS USED IN TI -I13 WORK, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE DETAILED REQUIREMENTS OF THE SPECIFICALLY NAMED CODES AND STANDARDS AND TO VERIFY THAT THE ITEMS PROCURED FOR USE IN THIS WORK MEE:F OR EXCEED THE SPECIFIED REQUIREMENTS. 3. THE ARCHITECT RESE:RVI S THE - RIGHT TO REJECT ITEMS INCORPORATLD INTO THE WORK WHICH FAIL TO MEET THE SPECIFIED MINIMUM REQUIREMENTS. THE ARCHITECT FURTHEIz RESERVES THE RIGFTT, AND WITHOUT PREJUDICE TO OTHER RECOURSE THE ARCHITECT MAY -TAKE, TO ACCEPT NON -COMPLYING ITEMS SUBJECT TO AN ADJUSTMENT IN THE CONTRACT AMOUNT AS ACCEPTED BY THE ARCHITECT AND THE OWNER, II MATERIALS -- 1. REFERENCE STANDARDS: 1, REFERENCE* STANDARDS LISTED IN 'THESE SPECIFICATIONS INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, THE LATEST EDITIONS OF STANDARDS PROMULGATED BY THE FOLLOWING AGENCIES AND ORGANIZATIONS: AAMA AMERICAN ARCHITECTURAL MANUFACTURER'S ASSOCIATION 2700 RIVER ROAD, SUITE 118, DES PLAINS, IL (312) 699•-7310 ACT AMERICAN CONCRETE INSTITUTE P.O. BOX 19150 REDFOLD S'TAT'ION DETROIT, M1 48219 AIA AMERICAN INS'SHUTE: OF ARCHITECTS 1735 NEW YORK AVE. NW, WASHINGTON, DC 20006 (202) 626-7474 AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION 400 N. MICHIGAN AVE. 8TH FLR., CHICAGO, IL 6061-1 (312) 670-•2400 AISI AMERICAN IRON AND STEEL INSTITUTE 1000 16TH ST. NW, WASHINGTON, DO 20036 (202) 452-,7100 AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 333 W. HAMPDEN AVE. ENGLEWOOD, CO 80110 (303) 761-3212 ALSC AMERICAN LUMBER STANDARDS COMMITTEE P.O. BOX 210, GERMANTOWN, MD 20874 (301) 972-1700 AMCA AIR MOVEMENT AND CONTROL ASSOCIATION 30 W. UNIVERSITY DRIVE, ARLINGTON HEIGHTS, EL 60004 (312) 394.0150 ANSI 'AMERICAN NATIONAL STANDARDS INSTITUTE 1430 BROADWAY, NEW YORK, NY 10018 (212) 354-3300 APA AMERICAN PLYWOOD ASSOCIATION P,O. BOX 1170, TACOMA, WA 98411 (206) 565-6600 4 111 ARI AIR CONDITIONING AND REFRIGERATION INSTITUTE 1501 WILSON BLVD,, ARLINGTON, VA 22209 (703) 524-8800 ASC ADHESIVE AND SEALANT COUNCIL 1600 WILSON BLVD., SUITE 910, ARLINGTON, VA 22209 (703) 841-1112 ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIRCONDITIONING ENGINEERS 1791 TULLIE CIRCLE, NE, ATLANTA, GA 30329- (404) 0323-(404) 636-8400 ASMF AMERICAN SOCIETY OF MECHANICAL ENGINEERS 31.5 E. 47TH ST., NEW YORK, NY 10017 (212) 705-7722 ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS 15233 .VENTURA BLVD., SUITE 811, SHERMAN OAKS, CA 91403 (213) 785-4845 ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS 1916 RACE ST., PHILADELPHIA, PA 19103 (215) 299-5400 AWI AMERICAN WOODWORK INSTITUTE 1952 ISAAC NEWTON SQUARE, RES"TON, VA 20190 (703) 733--0600 AWPA AMERICAN WOOD PRESERVERS ASSOCIATION 7735 OLD GEORGETOWN RD. BETHESDA, MD 20014 AWS AMERICAN WELDING SOCIETY P.O. BOX 351040, 550 LEJUNE RD., NW, MIAMI, FL 33135 (305) 443-9353 AWWA AMERICAN WATER WORKS ASSOCIATION, INC. 6666 W. QUINCY AVE., -DENVER, CO 80235 (303) 794-7711 BOCA BASIC- NATIONAL BUILDING CODE BUILDING OFFICIALS AND CODE ADMINISTRATIONS INTER, INC. 4051 W. FLOSSMOOR RD., COUNTRY CLUB HILLS, IL 601.77-5795 (708) 799-2300 BFIMA BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION 60 E. 42ND ST., ROOM 511, NEW YORK, NY 10165 (212) 682-8142 FGMA FLAT GLASS MARKETING ASSOCIATION 5310 HARRISON S>I%, TOPEKA, KS 66611 (913) 266-7013 IEEE INSTITUTE OF ELECTRICAL AND E I-ECTRONIC ENGINEERS, INC, 345 E_ 47TH ST., NEW YORK, NY 10017 (212) 705.7900 MCAA MECHANICAL CONTRACTOR'S ASSOCIATION OF AMERICA 5530 WISCONSIN ANE., SUITE 250, CHEVY CHASE, MD 20815 (301) 654-7960 NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS 221 N, LASALLE ST., CHICAGO, IL 60601 (312) 346-1600 NESS NATIONAL BUREAU OF STANDARDS--•-U.S. DEPARTMENT OF COMMERCE GAITHERSBURG, MD 202.34 (301) 921-1000 NEC NATIONAL ELECTRICAL CODE-NFPA BATTERYMARCH PARK, QUINCY, MA 02269 (617) 770-3300 NECA NATIONAL ELECTRICAL. CONTRACTORS ASSOCIATION 7315 WISCONSIN AVE., BE.THESDA, MD 20814 (301) 657-•3110 NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION 2101 L ST., NW, WASHINGTON, DC. 20037 (202) 457-1341.00 NFPA NATIONAL FIRE PROTECTION ASSOCIAT-ION BATTERYMARCH PARK, QUINCY, MA 02269 (617) 770-3300 NHLA NATIONAL HARDWARE; LUMBER ASSOCIATION P.O. 13OX 34518, MEMPHIS, TN 38104 (901) 377-1818 NMC NATIONAL MECHANICAL CODE---E3OCA 4051 W. FLOSSMOOR RD., COUNTKY CLUB HILLS, IL 6041-77-5795 (708) 799-2300 NPC NATIONAL PLUMBING CODE-BOCA 4051 W, FLOSSMOOR RD., COUNTRY CLUES HILLS, IL 60477-5795 (708) 799-2300 OSHA OCC.UPAIIONAL SAFE:EY HEALTH ADMINISTRATION U.S. DEPARTMI NT OF LABOR WASHINGTON, DC 20402 SMACNA SHES;F METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION P.O. BOX 70, MERRIFIELDNA 22116 (703) 790-9890 SSPC STEEL STRUCTURES PAINTING COUNCIL 4400 5TH AVE„ PITTSBURGH, PA 15213 (412) 578--3327 TCA TIL.E COUNCIL OF AMERICA, INC. P,O. BOX 326, PRINCETON, NJ 08540 (609) 921-7050 UL UNDERWRITER'S LABORATORIES 333 PFINGSTEN RD., NORTHBROOK, IL 60062 (312) 272-8800 III EXECUTION - NOT USED 5 a C A Ln co L Q.� a W Iwo co C? Z o 1010, r cv LIJ U cY n 4 ' a O T © < U) Q . u. Ov a� O �u OW �z oz F -- W c, �z E!J 1--- o Z cn v ou l Cn N U I - LU Q IZ tl., ryQ J CL Z U © 0 d d E N w u - z�: LW�L Sd Z ►'-� Qd d� r z d W J 0 z O � ccyj Q c� v� W o m c� o IW- fIi z r �- 0 1" x PROJ NO: P703080242 SCALE: AS NOTED DATE: DESIGNED BY: _ DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: GENERAL GENERAL REQUIREMENTS 01010 - 01090 SHEET NO. G001 SHEET OF N c .01 0 M-MR-UllM1TIAE-`� AND sUE TTrUTIVNO I WORK INCLUDED - 1. SUBMIT SHOP DRAWINGS ON nLI FABRICATED ITEMS. 2, SUBMIT SAMPLES OF ALL -FINISH MATERIALS, 3, SUHMIT MANUF'ACTURER'S LITERATURE ON ALL MATERIALS NOT INCLUDED IN THE SHOP DRAWING OR SAMPLE SUBMITTALS. 4, SUBMIT At 1. ADDITIONAL, REQUIREMENTS AS SPECIFIED ON THE DRAWINGS INCLUDING STRUCTURAL, MECHANICAL AND EL.EGFRICAL DRAWINGS, `i. PROVIDE, ON -SI -FE. OR SHOP MOCK-UPS WHE:R€:: REQUESTED BY THE ARCHITECT. MOCK. -UPS ACCEPTED BY THE ARCHITECT MAY REMAIN IN PLACE OR BE USED AS THE FINISH PRODUCT. 6. SUBMIT CONSTRUCTION SCHEDULE AND A SUBMITTALS SCHEDULE IN COORDINATION WITH THE PHASING OF THE. WORK. 7, PRIOR TO EACH SUBMITTAL.., CAREFULLY REVIEW AND COORDINATE ALL ASPECTS OF EACH ITEM BEING SUBMITTED TO VERIFY THAT EACH ITEM AND THE SUBMITTAL FOR IT CONFORMS IN ALL RESPECTS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, BY- AFFIXING THE CONTRACTOR'S SIGNATURE TO EACH SUBMITTAL, CERTIFY THAT THIS COORDINATION HAS BEEN PERFORMED. +8. CERTIFY THAT ALL. MAFERIAL USED IN THE WORK COMPLY WITH ALL SPECIFIED PROVISIONS THEREOF, CERTIFICATION SHALT., NOT BE CONSTRUED AS RELIEIING THE CONTRACTOR FROM FURNISHING SAl'ISFACTORY MAFE;RIALS IF, AFTER TESTS ARE PERFORMED ON SELECTED SAMPLES, THE MATERIAL 15 FOUND TO NOT MEET SPECIFIED REQUIREMENTS. 9. SHOW ON EACH CERTIFICATION THE NAME AND LOCATION OF THE WORK, THE NAME AND ADDRESS OF THE ',)UB --CONTRACTOR, QUANTITY AND DATE OR DATES OF SHIPMENT OR DELIVERY TO WHICH THE CERTIFICATE APPLIES, AND NAME OF THE MANUFACTURING OR FADRNCAFING COMPANY, CERTIFICATION SHALL BE (N -THE FORM OF A LETTER OR COMPANY STANDARD FORMS CONTAINING ALL REQUIRED DATA. -CERTIFICATES SHALL BE SIGNED BY AN OFFICER OF THE MANUFACTURING OF FAE3RICATING COMPANY. II MAI ERIALS - 1. SUBMIT ALL SHOP DRAWINGS IN THE FORM OF,(1) SEPIA TRANSPARENCY AND (2) BLUE LINE PRINTS OF EACH DRAWING. ALL REVIEW COMMENTS WILL BE SHOWN ON THE SEPIA TRANSPARENCY AND RETURNED TO THE CONTRACTOR, -FETE CONTRACTOR SHALL MAKE AND DISTRIBUTE ALL PRINTS REQUIRED FOR THEIR PURPOSES. 2, SUBMIT ALL SAMPLES IN THE QUANTITY WHICH ARE REQUIRED TO BE RETURNED PLUS (2) WHICH WILL, BE RETAINED BY THE ARCHITECT. 3, SUBMIT THE NUMBER OF MANUFACTURER'S LIFT; RATURE COPIES WHICH ARE REQUIRED TO BE RETURNED PLUS (2) COPIES WHICH WILL HE RETAINED BY THE ARCHITECT. 4. NOTIFY ARCHITECT IN ADVANCE FOR ON-SITE OR SHOP MOCK-UP REVIEW VISITS, SUBMIT CONSTRUCTION SCHEDULE AND SUBMITTALS SCHEDULE IN 5. TYPE AND QUANTIFIES TO BE Dl=FERMINED AT THE PRE -CONSTRUCTION MEETING. 6. DO NOT SUfiSTIFUTE MATERIALS, EQUIPMENT, OR METHODS UNLESS SUCH SUBSTITUTION HAS BEEN SPECEFICAL.I Y ACCEPTED, IN WRITING, FOR 'THIS WORK BY 'THE ARCHITECT. WHERE THE PHRASE "OR EQUAL" OR "OR EQUAL AS ACCEPTED BY THE ARCHITECT"' OCCURS IN TETE CONTRACT DOCUMENTS, DO NOT ASSUME; THAT MATERIALS, EQUIPMENT, OR METHODS WILL BE ACCEPTED AS EQUAL UNLESS THE ITEM HAS BEEN SPECIFICALLY ACCEPTED FOR THIS WORK BY THE ARCHITECT, THE DECISION OF THE ARCHITECT SHALL BE FINAL, III EXECUTION - 1. CONSECUTIVELY NUMBER ALL SUBMITTALS. ACCOMPANY EACH SUBMITTAL WITH A L.E I TER OF TRANSMITTAL CONTAINING ALL PERTINENT INFORMATION REQUIRED FOR IDENTIFICATION AND REVIEWING OF' THE SUUMIT'TAL. 2. MAKE ALL. SHOP DRAWINGS ACCURATELY TO SCALE, SUFFICIENTLY LARGE TO SHOW ALL PERTINENT METHODS AND MATERIALS OF CONSTRUCTION, INDICATE ALL ADJACENT AND ABUTTING MATERIALS, NEW AND EXISTING. FULLY COORDINATE ALL CONDITIONS AND DIMENSIONS IN THE FIELD. COORDINATE WITH ALL OTHER TRADES INVOLVED. NOTE SUBCONTRACTOR OF OTHER TRADES INDICATED, DO NOT USE THE TERM, "BY OTHERS". 3. MAKE ALL SUBMITTALS IN GROUPS CONTAINING ALL ASSOCIATED ITEMS, PARTIAL SUBMITTALS MAY BE REJECTED. END OF SECTION 01300 2 } I WORK INCLUDED - 1. TO ASSURE ADEQUATE PLANNING AND EXECUTION OF THE WORK, SO THAT THE WORK IS COMPLETED WITHIN THE NUMBER OF CALENDAR DAYS ALLOWED IN THE CONTRACT, AND TO ASSIST THE ARCHITECT IN APPRAISING THE REASONABLENESS OF THE PROPOSED SCHEDULE AND IN EVALUATING PROGRESS OF THE WORK, PREPARE AND MAINTAIN THE SCHEDULES AND REPORTS DESCRIBED IN THIS SECTION. 2. "DAY" USED THROUGHOUT THE CONTRACT, UNLESS OTHERWISE STATED, MEANS "CALENDAR DAY". 3, COORDINATE ALL WORK AND SCHEDULING WITH THE OWNER, AND THEIR USE. OF THE SITE: 1, PHASING OF THE WORK 2. SECURITY 3. TEMPORARY PROTECTION AND SAFETY 4. STAGING AREA, DELIVERY AND STORAGE OF MATERIALS 5. DUST AND NOISE PROTECTION F. CONTRACTOR'S PARKING AREA 4, QUALITY ASSURANCE: 1. THE CONSTRUCTION SCHEDULE AS ACCEPTED BY THE ARCHITECT WILL BE AN INTEGRAL PART OF THE CONTRACT, AND WILL. ESTABLISH INTERIM CONTRACT COMPLETION DATES FOR THE VARIOUS ACTIVITIES. 2, SHOULD ANY ACTIVITY NOT BE COMPLETED WITHIN 7 DAYS AFTER DATED SCHEDULE DATE=, THE ARCHITECT SHALL HAVE THE RIGHT TO ORDER THE CONTRACTOR TO EXPEDITE COMPLETION OF THE ACTIVITY BY WHATEVER MEANS THE ARCHITECT DEEMS APPROPRIATE AND NECESSARY, WITHOUT ADDITIONAL COMPENSATION TO THE CONTRACTOR. 3, SHOULD ANY ACTIVITY BE 14 OR MORE DAYS BEHIND SCHEDULE THE ARCHITECT SHALL HAVE THE RIGHT TO PE=RFORM THE ACTIVITY OR HAVE THE ACTIVITY PERFORMED BY WHATEVER METHOD THE ARCHITECT DEEMS APPROPRIATE 4. COSTS INCURRE=D BY THE ARCHITECT IN CONNECTION WITH EXPEDITING CONSTRUCTION ACTIVITY UNDER THIS ARTICLE SHALL BE REIMBURSED TO THE ARCHITECT BY THE CONTRACTOR. IT IS EXPRESSLY UNDERSTOOD AND AGREES) THAT FAILURE BY THE ARCHITECT TO EXERCISE THE OPTION TO EITHER ORDER "THE CONTRACTOR TO EXPEDITE AN ACTIVITY BY OTHER MEANS SHALL NOT BE CONSIDERED PRECEDENT SE: FTING FOR ANY OTHER ACTIVITIES. 5. SUBMITTALS: 1, COMPLY WITH PROVISIONS OF SECTION 01300. 2. WITHIN 7 DAYS AFTER RECEIPT OF NOTICE TO PROCEED, SUBMIT THREE COPIES OF A PRELIMINARY CONSTRUCTION SCHEDULE, PLUS THREE COPIES OF PROPOSED FORMAT FOR MATERIALS STATUS REPORTS, PREPARED IN ACCORDANCE WITH PART TNI OF' THIS SECTION. 3. WITHIN 1 DAYS FFER RECEIPT O 4 A F NOTICE TO PROCEED, SUBMIT THREE COPIES OF THE CONSTRUCTION SCHEDULE, PREPARED IN ACCORDANCE WITH PART III OF THIS SECTION, 4, ON THE FIRST WORK DAY OF EACH MONTH, FOLLOWING SUBMITTAL DESCRIED, SUBMIT THREE COPIES OF THE CONSTRUCTION SCHEDULE AND THREE: COPIES OF THE MATERIALS STATUS REPORTS UPDATED AS DESCRIBED IN PART III OF THIS SECTION. II MATERIALS - 1. CONSTRUCTION ANALYSIS: 1. GRAPHICALLY SHOW THE ORDER AND INTERDEPENDENCE OF ALL ACTIVITIES NECESSARY TO COMPLETE THE WORK, AND THE SEQUENCE IN WHICH EACH ACTIVITY IS TO BE ACCOMPLISHED, AS PLANNED BY THE CONTRACTOR AND HIS PROJECT FIELD . SUPERINTENDENT IN COORDINATION WITH ALL SUB -CONTRACTORS WHOSE WORK IS SHOWN ON THE DIAGRAM, ACTIVITIES SHOWN ON THE DIAGRAM SHALL. INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO: 1. PROJECT MOBILIZATION 2. SUBMITTALS AND ACCEPTANCES 3. PROCUREMENT OF EQUIPMENT AND CRITICAL MATERIALS 4, FABRICATION OF SPECIAL MATERIAL AND EQUIPMENT, AND THEIR INSTALLATION AND TESTING . 5. FINAL CLEAN-UP 6. FINAL INSPECTION AND TESTING 2. MATERIALS STATUS REPORTS: 1. THE CONTRACTOR'S STANDARD MATERIALS STATUS REPORT FORM WILL BE ACCEPTABLE IF, IN THE: ARCHITECT'S JUDGMENT, IT PROVIDES SUFFICIENT PERTINENT DATA TO DETERMINE THAT MATERIALS PROCUREMENT FLOW IS ADEQUATE FOR ALL NEEDS OF THE WORK. 2. SHOW AT LEAST THE FOLLOWING INFORMATION: 1, ITEM DESCRIPTION, LISTED IN ACCORDANCE WITH SPECIFICATION SECTION NUMBER IN WHICH ITEM IS CALLED FOR 2. PURCHASE* ORDER NUMBER AND DATE OF ISSUC 3, VENDOR NAME 4. DATE SHIPPED, AND SHIPPING MEANS UTILIZED 5. ESTIMATED DATE OF ARRIVAL AT JOB SITE Q. ACTUAL DATE OF ARRIVAL. AT JOE) SITE, AND RECEIVING REPORT NUMBER F4 3 III EXECUTION - 1, PRELIMINARY ANALYSIS: 1, SHOW ALL ACTIVITIES OF THE CONTRACTOR UNDER 'PHIS WORK FOR THE PERIOD BETWEEN RECEIPT of NOTICE TO PROCEED AND SUBMITTAL OF CONSTRUCTION SCHEDULE REQUIRED. 2. SHOW CONTRACTOR'S GENERA[, APPROACH TO THE REMAINDER OF THE WORK. 3. SHOW COST OF ALL ACTIVITIES SCHEDULED FOR PERFORMANCE= BEFORE SUBMITTAL AND ACCEPTANCE OF THE: CQNSTRUCTION SCHEDULE, 4, SUBMITTALS SHALL. BE IN ACCORDANCE WITH THE ABOVE CONSTRUCTION SCHEDULE. S. AS SOON AS PRACTICABLE AFTER RECEIPT OF NOTICE TO PROCEED, COMPLETE THE CONSTRUCTION ANALYSIS DESCRIBED ABOVE, IN PRELIMINARY FORM. MEET WITH THE ARCHITECT, RE: -VIEW CONTENTS OF PROPOSED CONSTRUCTION SCHEDULE, AND MAKE ALL REVISIONS AGREED UPON. SUBMIT IN ACCORDANCE WITH ABOVE. 2. MATERIALS STATUS REPORT: 1. AS SOON AS PRACTICABLE AFTER RECEIPT OF NOTICE TO PROCEED, COMPLETE THE CONSTRUCTION ANALYSIS DESCRIBED ABOVE, IN PRELIMINARY FORM. MEET WITH THE ARCHITECT, REVIEW CONTENTS OF PROPOSED MATERIALS STATUS REPORTS, AND MAKE ALL REVISIONS TO FORMAT AGREED UPON. 3, REVISIONS: 1. MAKE ONLY THOSE REVISIONS TO ACCEPTED CONSTRUCTION SCHEDULE AND MATERIALS STATUS REPORTS AS ARE ACCEPTED IN ADVANCE BY THE ARCHITECT. END OF SECTION 01310 0TAI" CQNTROU I WORK INCLUDED -- 1. PERFORM ALL WORK IN ACCORDANCE WITH THE FLORIDA BUILDING CODES LATEST EDITION, ALL LOCAL, STATE AND FEDERAL LAWS, CODES AND ORDINANCES HAVING JURISDICTION OVER THE WORK, INCLUDING ALL ADA ACCESSIBILITY GUIDELINES AND WITH ALL TRADE STANDARDS AND PRODUCT MANUFACTURE'S WRITTEN INSTRUCTIONS, 2. INDIVIDUAL REQUIREMENTS FOR QUALITY ASSURANCE ARE DESCRIBED IN PERTINENT SECTIONS OF THESE SPECIFICATIONS INCLUDING STRUCTURAL, MECHANICAL AND ELECTRICAL WORK: SEE 'S', 'FP', 'H' AND 'E' DRAWINGS. 3. IN CASE OF CONFLICT BETWEEN STANDARDS, THE MORE STRINGENT REQUIREMENT SHALL. GOVERN. IN ALL CASES WHERE THERE IS A DISCREPANCY WITHIN OR BETWEEN DRAWINGS AND SPECIFICATIONS IN QUALITY OR QUANTITY OF ANY ITEM, MATERIAL, INSTALLATION, DETAIL OR WORKMANSHIP THE CONTRACTOR SHALL USE THE LARGER QUANTITY, OR BETTER QUALITY TO PRODUCE THE HIGHEST QUALITY FINISHED WORK, 4. PROVIDE AND REMOVE, IN COORDINATION WITH THE PHASING OF THE WORK ALL TEMPORARY BARRIERS AND WALLS REQUIRED FOR THE PHASING AND PROTECTION OF THE CONTRACT. WORK. MAINTAIN ALL, TEMPORARY FACILITIES AND CONTROLS AS LONG AS NEEDED FOR THE SAFE AND PROPER COMPLETION- OF THE WORK. If MATERIALS - 1. PRODUCTS USED IN THE WORK SHALL BE PRODUCED BY MANUFACTURERS ENGAGED IN THE MANUFACTURE OF SIMILAR ITEMS AND WITH -A HISTORY OF SUCCESSFUL PRODUCTION ACCEPTABLE TO THE ARCHITECT. 2. COMPLY .WITH REFERENCED STANDARDS AND BE:. IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. COMPATIBILITY OF -ALL. MATERIALS REQUIRED FOR INSTALLATION, PROTECTION AND CLEANING OF THE MATCRIALS SHALL BE VERIFIED WITH THE MANUFACTURERS OF THE MATERIALS 1'0 BE INSTALLED, PROTECTED AND CLEANED, III EXECUTION -- 1. ALL WORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH, COORDINATE[) ACCEPTED SHOP DRAWINGS WHICH SHALL INCLUDE CORRECTIONS DUE TO FIELD CONDITION AND DIMENSION VERIFICATIONS. DETAILS OF SHAPES, MATERIALS AND FINISHES SHALL BE FOLLOWED INSOFAR AS THE ARCHITECTURAL DESIGN INTENT IS CONCERNED. DETAILS OF CONSTRUCTION, RELATION OF COMPONENT SECTIONS, METHODS OF CONSTRUCTION NOT SHOWN ON THE CONTRACT DOCUMENTS SHALL BE ESTABL01ED BY THE FA13RICATOR AND THE INSTALLER WHO SHALL BE RESPONSIBLE FOR THE INTEGRITY, STRENGTH AND DURABILITY OF THE FABRICATION AND THE INSTALLATION OF THE WORK RESPECTIVELY. 2. THE INSTALLATION OF ALL WORK SHALL FOLLOW THE MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SURFACE PREPARATION, TEMPERATURE AND MOISTURE CONTROL, METHODS OF INSTALLATION AND PROTECTION PROCEDURES. 3. 'THE BLENDING OF NEW SURFACES, MATERIALS AND FINISHES WITH SIMILAR SURFACES, MATERIALS AND FINISHES SHALL RESULT IN NO VISIBLE DEMARCATION BETWEEN EXISTING AND NEW WORK. HOLES, DAMAGE OR DEFORMATION RESULTING FROM REMOVALS UNDER THIS CONTRACT SHALL BE PAFCI-IED TO THE SATISFACTION OF THE OWNER. REPLACE WITH NEW MATERIALS OR FINISHES, OR BOTH, TO MATCHED THOSE DAMAGED. END OF SECTION 01400 3 IF THIS DRAWINQ 15 LESS THAN 2?" X 34" IT IS A REDUCED SIZF DRA VYING 4 01410 TESTING: I WORK INCLUDED --- 'I - COOPERATE WITH THE OWNER'S SELECTED TESTING LABORATORY AND ALL OTHERS RESPONSIBLE FOR TESTING AND INSPECTING THE WORK. 2, PROVIDE OTHER TESTING AND INSPECTING AS SPECIFIED TO BE FURNISHED BY THE CONTRACTOR IN THIS SECTION AND/OR IN OTHER SECTIONS OF THESE SPECIFICATION AND ON THE DRAWINGS, INCLUDING SITEWORK, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 3, WHERE. NO TESTING REQUIREMENTS ARE DESCRIBED, BUT THE OWNER DECIDES THAT TESTING IS RE=QUIRED, TFIE OWNER MAY DIRECT THAT SUCH TLSTENG BE PERFORMED UNDER CURRENT STANDARDS FOR TESTING. PAYMENT FOR SUCH TESTING WILL BE MADE AS DESCRIE3ED IN THIS .SECTION. 4. THE OWNER WILL SELECT A PRE -QUALIFIED INDEPENDENT TESTING LABORATORY. 5. THE OWNER WILL PAY FOR INITIAL SERVICES OF THE TESTING LABORATORY AS FURTHER DESCRIBED IN THIS SECTION, 6. QUALITY ASSURANCE: 1. THE TESTING LABORATORY WILL BE: QUALIFIED TO THE: OWNER'S ACCEPTANCE IN ACCORDANCE WITH ASTM E329. 2. TESTING, WHEN REQUIRED, WILL. BE IN ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS AND WITH SELECTED STANDARDS OF ASTM. 7. PRODUCT HANDLING: 1. PROMPTI..Y PROCESS AND DISTRIBUTE REQUIRED COPIES OF TEST REPORTS AND RELATED INSTRUCTIONS "TO ENSURE NECESc5RYRIE-TESTING ASD REPLACEMENT OF MATERIALS WITH THE LEAST POSSIBLE DELAY IN PROGRESS OF TIME WORK. II • MATERIALS - 1. PAYMENT FOR NESTING:, 1, THE OWNER WILL PAY FOR INITIAL TESTING SERVICES REQUESTED BY THE OWNER, 2. WHEN INITIAL TESTS INDICATE NONCOMPLIANCE WITH THE CONTRACT DOCUMENTS, THE COSTS OF INITIAL TESTS ASSOCIATED WITH NON-- COMPLIANCE WILL BE DEDUCTED BY THE OWNER FROM THE CONTRACT SUM, 3. WHEN INITIAL TE=STS INDICATE NONCOMPLIANCE WITH THE CONTRACT DOCUMENTS, ALL SUBSEQUENT RE -TESTING OCCASIONED BY THE NONCOMPLIANCE, SHALL BE PERFORMED BY THE SAME TESTING AGENCY AND THE COSTS THEREOF WILL. BE DEDUCTED BY THE OWNER FROM THE CONTRACT SUM. 2. CODE COMPLIANCE TESTING: 1, INSPECTIONS AND TESTS REQUIRED BY CODES OR ORDINANCES, OR BY PLAN APPROVAL AUTHORITY, AND WHICH ARE MADE BY A LEGALLY CONSTITUTED AUTHORITY, SHAT -L. BE PAID FOR BY THE CONFRAC"FOR, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS. 3. CONTRACTOR'S CONVENIENT TESTING: 1. INSPECTING AND TESTING PERFORMED EXCLUSIVELY FOR THE CONTRACTOR'S CONVENIENCE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. INSPECTION BY OWNER'S PERSONNEL: 1. FROM TIME TO TIME, PERSONNEL IN THE EMPLOY OF THE OWNER MAY INSPECT THE WORK WHERE THE WORK IS IN PROGRESS, BUT SHAU.: HAVE NO AUTHORITY TO DIRECT THE CONTRACTOR OR REQUEST CHANGES IN THE WORK EXCEPT THROUGH THE ARCHITCCrr. Ili EXECUTION - 1. COOPERATION WITH TESTING LABORATORY: 1. REPRESENTATIVES OF THE TESTING LABORATQRY SHALL HAVE.: ACCESS TO THE. WORK AT ALL TIME`. PROVIDE FACILITIES FOR SUCH ACCESS IN ORDER THAT THE LABORATORY MAY' PERFORM ITS FUNCTION. 2. SPECIMENS AND SAMPLES FOR TESTING, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, WILL BE TAKEN BY THE TESTING PERSONNEL, SAMPLING EQUIPMENT AND PERSONNEL WILL BE PROVIDED BY THE TESTING LABORATORY. 2. SCHEDULES FOR TESTING: 1, BY ADVANCE DISCUSSION WITH THE TESTING LABORATORY SELECTED UY 'THE OWNER, DETERMINE THE TIME REQUIRED FOR THE LABORATORY TO PERFORM ITS TEST AND TO ISSUE; EACH OF ITS FINDINGS, 2, PROVIDE:. REQUIRED TIME WITHIN THE CONSTRUCTION SCHEDULE, 3. WHEN CHANGES OF CONSTRUCTION SCHEDULE* ARE NE; Q :S aARY DURING CONSTRUCTION, COORDINATE SUCH CHANGES OF SCHEDULE WITH THE TESTING LABORATORY AS REQUIRED. 4. WHEN THE TESTING LABORATORY I.3 RFADY TO TEST ACCORDING TO THE ESTABLISHED SCHEDULE, BUT 13 PREVENTED FROM TESTING OR TAKING SPECIW::NS DUE. TO INCOMPLETENESS OF T[ -w, WORK, ALL EXTRA CHARGES FOR TESTING ATTRIBUTABLE TO THE DELAY MAY BE BACK --CHARGED TO THE CONTRACTOR AND SHALT. NOT BE BORNE BY THE OWNER. 3. ALTERNATIVE INSPECTION PROCEDURE, 1. THE ARCHITECT SHALL HAVE: THE RIGHT TO REQUIRE ALTERNATIVE INSPECTION PROCEDURE OTHER THAN AS SPECIFIED WHEN, IN THE ARCHITECT'S JUDGMENT, OTHER INSPECTIONS) ARE REQUIRED TO DEMONSTRATE COMPLIANCE WITH THE CONTRACT DOCUMErNFO. COSTS OF SUCH ALTERNATIVE INSPECTIONS WILL BE BORNE BY THE OWNER IF PRODUCTS ARE FOUND TO COMPLY; OTHERWISE, COSTS WILL BE BORNE BY THE CONTRACTOR. END OF SECTION 01410 Il f 3 _0Q --, QON.�7.RQ I 1 IT P R Y q.TBQ S I WORK INCLUDED - 1. PROVIDE TEMPORARY ELECTRIC FEEDER FROM EXISTING BUILDING ELECTRICAL SERVICE AT LOCATION AS DIRECTED. DO NOT DISRUPT OWNER'S NEED FOR CONTINUOUS SERVICE, COMPLEMENT EXISTING POWER SERVICE CAPACITY AND CHARACTERISTICS AS REQUIRED. PROVIDE POWER OUTLEES FOR CONS"T"RUCTION OPERATIONS, WITH BRANCH WIRING AND DISTRIBUTION BOXES LOCATED AT EACH FLOOR, AS REQUIRE[). [). PROVIDE FLEXIBLE; POWER CORDS Ra REQUIRED, PROVIDE MAIN SERVICE DISCONNECT AND OVERCURRENT PROTECTION AT CONVENIENT LOCATION. 2. PERMANENT CONVENIENCE RECEPTACLES MAY NOT BE UTILIZED DURING CONSTRUCFION, UNLESS AGREED TO BY OWNER. 3. PROVIDE AND MAINTAIN LIGHTING FOR CONSTRUCTION OPERATIONS TO ACHIEVE A MINIMUM LIGHTING LEVEL OF 4 WATT/SQ FT. MAINTAIN LIGHTING AND PROVIDE ROUTINE REPAIRS. x1.. PERMANENT BUILDING L.IGI-ITING MAY NOT 13E UTILIZED DURING CONSTRUCTION, UNLESS AGREED TO BY OWNER. 5, UTILIZE OWNER'S EXISTING HEAT PLANT, EXTEND AND SUPPLEMENT WITH TEMPORARY '-HEAT DEVICES AS NEEDED TO MAINTAIN SPECIFIED CONDITIONS FOR CONSTRUCTION OPERATIONS, 6. PRIOR 'TO OPERATION OF PERMANENT EQUIPMENT FOR TEMPORARY HEATING PURPOSES, VERIFY THAT INSTALLATION 1S APPROVED FOR OPERATION, EQUIPMENT IS LUBRICATED AND FILTERS ARE IN PLACE. PROVIDE AND PAY'FOR OPERATION, MAINTENANCE, AND REGULAR REPLACEMENT OF FILTERS AND WORD! OR CONSUMED PARTS. 7, MAINTAIN MINIMUM AMBIENT TEMPERATURE OF 50 DEGREES F IN AREAS WHERE CONSTRUCTION IS IN PROGRESS, UNLESS INDICAFED OTE-IERWISEr IN SPECIFICATIONS. 8. PROVIDE.:, MAINTAIN AND PAY FOR TELEPHONE SERVICE, FACSIMILE SERVICE AND A DEDICATED TELEPHONE LINE TO FIELD OFFICE AT. 'TIME OF PROJECT MOBILIZATION. 9. EXISTING PUBLIC TOILET FACILITIES (MAINTAINED BY OTHERS) ARE AVAILA13LE IN -]'FIE BUILDING. CONTRACTOR WILL ACCEPT RESPONSIBILITIES FOR AND VIGOROUSLY PROHIBIT THE: COMMITTING OF NUISANCE ON THE SITE OF -THE WORK. 10. PROVIDE TEMPORARY PARTITIONS AS INDICATED TO SEPARATE WORK AREAS FROM OWNER AND TENANTS OCCUPIED AREAS, TO PREVENT PENETRATION OF DUST AND MOISTURE INTO OWNER AND TENANTS OCCUPIED AREAS, AND TO PREVENT DAMAGE TO EXISTING MATERIALS AND EQUIPMENT, 11, PROTECT INSTALLED WORK AND PROVIDE SPECIAL PROTECTION WHERE 'SPECIFIED IN INDIVIDUAL SPECIFICATION sFc,IONS. PROVIDE TEMPORARY AND REMOVABLE PROTECTION FOR INSTALLED PRODUCTS. CONTROL ACTIVITY IN IMMEDIATE WORK AREA TO PREVENT DAMAGE. PROVIDE* PROTECTIVE COVERINGS AT WALLS, PROJECTIONS, JAMBS, SILLS, AND SOFFITS OF OPENINGS. PROTECT FINISHED FLOORS, STAIRS, AND OTHER SURFACES FROM TRAFFIC, DIRT, WEAR, DAMAGE, OR MOVEMENT OF HEAVY OBJECTS, BY PROTECTING WITH DURABLE SHEET MA FERIALS. 12. PROHIBIT TRAFFIC OR STORAGE UPON WATERPROOFED OR ROOFED SURFACES. IF 'TRAFFIC OR ACTIVITY IS NECESSARY, OBTAIN RECOMMENDATIONS FOR PROTECTION FROM WATERPROOFING OR ROOFING MATERIAL MANUFACTURER, 13. PROVIDE A FIELD OFFICE WITHIN THE CONSTRUCTION AREA FOR ALL CONTRACTOR'S, SUPPLY AND STORAGE, PROVIDE SPACE FOR PROJECT MEETINGS, WITH ALL REQUIRED 'FABLE AND CHAIRS. THE FIELD OFFICE, INCLUDING FURNITURE, WILL REMAIN THE PROPERTY OF THE:: CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AFTER COMPLETION OF THE WORK. 14. REMOVE TEMPORARY UTILITIES, EQUIPMENT", FACILITIES, MATERIALS, PRIOR TO SUBSTANTIAL COMPLETION INSPECTION. 15. CLEAN AND REPAIR DAMAGE CAUSED BY INSTALLATION OR USE OF TEMPORARY WORK. 16. RESTORE EXISTING AND PERMANENT FACILITIES USED DURING CONSTRUCTION TO ORIGINAL CONDITION. RESTORE PERMANENT FACILITIES USED DURING CONSTRUCTION TO SPECIFIED CONDITION. EE MATERIALS NOT USED III EXECUTION - NOT USED 5 Ic GI AI S oo Q) C, O ow. CO L gy CL co ca. ►� W (Dztea tkI c) N Q c. 0 LLJ � 0 F CO 1��� z zL Ll m Z a � o � 0 0> u N rn cV Lu N o � Q Lo o 06 00 U 0 UOZ0Lij cr o°�o U) co t Q LLI In N < [1 0 0 = q� S oo Q) C, PROD NO: P703080242 SCALE: AS NOTED DATE=: _ �- DESIGNED BY: -- DRAWN BY: ^E. OUTHAVONG CHECKED 13Y: SHEET TITLE: GENERAL GENERAL REQUIREMENTS 01300 - 01900 SHEET NO. G002 j SHEET OF oo Q) C, O ow. CO L gy F_ ca. ►� W (Dztea tkI c) N Q c. 0 ti � 0 F CO 1��� z zL Ll m Z a � o � 0 0> u N + cV Lu N � Q o W -N U 0 PROD NO: P703080242 SCALE: AS NOTED DATE=: _ �- DESIGNED BY: -- DRAWN BY: ^E. OUTHAVONG CHECKED 13Y: SHEET TITLE: GENERAL GENERAL REQUIREMENTS 01300 - 01900 SHEET NO. G002 j SHEET OF W 0 O J LQI. � CO 0< ca. ►� W ZZQ °wLL �'U F"" z � � v; ��' � 0 LLJ oz zL Ll cisw a < 4 z 0 � Q W -N 0 PROD NO: P703080242 SCALE: AS NOTED DATE=: _ �- DESIGNED BY: -- DRAWN BY: ^E. OUTHAVONG CHECKED 13Y: SHEET TITLE: GENERAL GENERAL REQUIREMENTS 01300 - 01900 SHEET NO. G002 j SHEET OF O ca. z Q cisw a cr Q In N < [1 u'E < PROD NO: P703080242 SCALE: AS NOTED DATE=: _ �- DESIGNED BY: -- DRAWN BY: ^E. OUTHAVONG CHECKED 13Y: SHEET TITLE: GENERAL GENERAL REQUIREMENTS 01300 - 01900 SHEET NO. G002 j SHEET OF D C I A 9 0 2 1 '{ 0 pZq# E)CT HANQLI.NG' I WORK INCLUDED 1. THROUGHOUT THE CONSTRUCTION PERIOD `USE ALL MFANS NECESSARY FOR THE SAFETY AND PROTECTION OF ALL PERSONS, PROPERTY AND MATERIALS BEFORE, DURING AND AFTER COMMENCEMENT OF THE WORK. 2. DOCUMENTS AFFECTING WORK OF THIS SECTION INCLUDE=, BUT ARE NOT NECESSARILY LIMITED TO THE SECTIONS IN DIVISION 1 OF THESE SPECIFICATIONS AND ADDITIONAL PROCEDURES AS MAY BE Pf*SCRIBED IN OTHER SECTIONS OF THESE SPECIFICATIONS INCLUDING STRUCTURAL, MECHANICAL, AND ELECTRICAL WORK: SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINCS AND SPECIFICATIONS. 3. INCLUDE WITHIN THE CONTRAC'TOR'S QUALITY ASSURANCE REQUIREMENTS SUCH PROCEDURES AS ARE REQUIRED TO ASSURF FULL PROTECTION OF THE WORK, 4. EXCEPT AS OTHERWISE ACCEPTED BY THE ARCHITECT, DETERMINE AND COMPLY WITH MANUFACTURER'S RECOMMENDATIONS ON PRODUCT HANDLING, STORAGE, AND PROTECTION. 5. DELIVER THE WORK TO "THE JOB SITE PROPERLY CONTAINED AND IDENTIFIED IN SUCH QUANTITIES AND AT SUCH TIME AS TO ASSURE THE CONTINUITY OF THE INSTALLATION. 6, MAINTAIN PACKAGED MATERIALS WITH SEALS UNBROKEN AND LABELS INTACT UNTIL, TIME OF USE, 7. PROMPTLY REMOVE DAMAGED MATERIALS AND UNSUITABLE ITEMS FROM THE JOB SITE, AND PROMPTLY REPLACE WITH MATERIALS MEETING THE SPECIFIED REQUIREMENTS, AT NO ADDITIONAL COST TO THE OWNER. 1I MATERIALS -- NOT USED III EXECUTION - 1, PROTECT FINISHED SURFACES, INCLUDING JAMBS AND SOFFITS OF OPENINGS USED AS PASSAGEWAYS, THROUGHOUT WHICH EQUIPMENT AND MATERIALS ARE HANDLED. 2. PROVIDE PROTECTION FOR FINISHED FLOOR SURFACES IN TRAFFIC AREAS PRIOR TO ALLOWING EQUIPMENT OR MATERIALS TO BE MOVED OVER SUCH SURFACES. 3. MAINTAIN FINISHED SURFACES CLEAN, UNMARRED, AND SUITABLY PROTECTED UNTIL ACCEPTED BY OWNER. 4. IN 'THE EVENT OF DAMAGE, PROMPTLY MAKE REPLACEMENTS AND REPAIRS TO THE ACCEPTANCE OF THE ARCHITECT AND AT NO ADDITIONAL COST TO THE OWNER. 5. ADDITIONAL TIME REQUIRED TO SECURE REPLACEMENTS AND TO MAKE REPAIRS WILL NOT BE CONSIDERED BY THE ARCHITECT TO JUSTIFY AN EXTENSION IN THE CONTRACT TIME OF COMPLETION. END OF SECTION 01600 01700 9,QN RAC OSEOUT: I WORK INCLUDED - 1. PROVIDE AN ORDERLY AND EFFICIENT TRANSFER OF THE COMPLETED WORK TO THE OWNER IN ACCORDANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS INCLUDING BUT NOT NECESSARILY LIMITED 'TO THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIVISION 1 OF THESE SPECIFICATIONS. 2. QUALITY ASSURANCE. 1. PRIOR TO REQUESTING INSPECTION, USE ADEQUATE" MEANS TO ASSURE THAT THE WORK IS COMPLETED IN ACCORDANCE WITFI THE SPECIFIED REQUIREMENTS AND IS READY FOR REQUESTED INSPECTION. 2. PRIOR TO FINAL INSPECTION AND OCCUPANCY VERIFY THAT ALL PENETRATIONS, INCLUDING' EXISTING, THROUGH FIRE RATED FLOORS/WALLS ARE PROPERLY SEALED, 3. SUBSTANTIAL COMPLETION: 1. WHEN THE CONTRACTOR CONSIDERS THE WORK, OR DESIGNATED PORTION THEREOF WHICH IS ACCEPTABLE TO THE OWNER IS SUBSTANTIALLY COMPLETE THE CONTRACTOR SHALL PREPARE FOR SUBMISSION TO THE ARCHITECT A LIST OF ITEMS TO BE COMPLETED OR CORRECTED. 2. THE DATE OF SUBSTANTIAL COMPLETION OF THE THE WORK, OR DESIGNATED PORTION THEREOF, IS THE DATE CERTIFIED BY THE: ARCHITECT WHEN CONSTRUCTION IS SUFFICIENTLY COMPLETE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS SO THE OWNER CAN OCCUPY OR UTILIZE THE THE WORK, OR DE=SIGNATED PORTION THEREOF FOR THE USE WHICH IT IS INTENDED. 3. WITHIN A REASONABLE TIME AFTER RECEIPT OF THE LIST THE ARCHITECT WILL INSPECT TO DETERMINE THE STATUS OF COMPLETION. 4. FINAL COMPLETION: 1, UPON RECEIPT OF WRITTEN NOTICE FROM THE CONTRACTOR THAT THE WORK IS READY FOR FINAL .INSPECTION AND ACCEPTANCE AND UPON RECEIPT OF A FINAL APPLICATION FOR PAYMENT, THE ARCHITECT WILL PROMPTLY MAKE SUCH INSPECTION. 2. THE CONTRACTOR SHALL CERTIFY THAT: 1, CONTRACT DOCUMENTS HAVE BEEN REVIEWED. 2. WORK HAS BEEN INSPECTED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. 3. WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 4. EQUIPMENT AND SYSTEMS HAVE BEEN TESTED AS REQUIRED, AND ARE OPERATIONAL, 5. WORK IS COMPLETED AND READY FOR FINAL INSPECTION, 3. THE ARCHITECT WILL MAKE AN INSPECTION TO VERIFY STATUS OF COMPLETION. 4. WHEN THE ARCHITECT DETERMINES THAT THE WORK IS ACCEPTABLE. UNDER "THE CONTRACT DOCUMENTS, THE ARCHITECT WILE.. REQUEST THAT THF, CONTRACTOR TO MAKE CLOSEOUT SUBMITTALS. 2 3 5, CLOSEOUT SUBMITTALS: 1. CLOSEOUT SUBMITTALS INCLUDE:, BUT NOT NECESSARILY LIMITED TO: 1. COMPUTER AIDED DRAFTED (CAD) "AS -BUILT" RECORD SETS AND ASSOCIATED DISKS, 2. OPERATION AND MAINTENANCE DATA. 3, WARRANTIES AND BONDS 4.KEYS AND KEYING SCHEDULE 5.SPARE PARTS AND MATERIAL EXTRA STOCK 6. EVIDENCE OF COMPLIANCE WITH GOVERNMENTAL. AGENCIES HAVING JURISDICTION INCLUDING, BUT NOT NECESSARILY LIMITED TO -- 1. CERTIFICATES OF INSPECTION 2. CERTIFICATES OF OCCUPANCY 7. CERTIFICATES OF INSURANCE FOR PRODUCTS AND COMPLETED OPERATIONS 8. LIST OF SUBCONTRACTORS, SERVICE ORGANIZATIONS AND PRINCIPAL VENDORS, INCLUDING NAMES ADDRESSES AND TELEPHONE NUMBERS WHERE THEY CAN BE REACHED FOR EMERGENCY SERVICE AT ALL `TIMES INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. 11 MATERIALS NOT USED III EXECUTION - NOT USED END OF SECTION 01700 91710 CLEANING I WORK INCLUDED 1. THROUGHOUT THE CONSTRUCTION PERIOD MAINTAIN "THE JOB SITE IN A STANDARD OF CLEANLINESS AS' DESCRIBED IN THIS SECTION, 2. IN ADDITION TO STANDARDS DESCRIBED IN THIS SECTION, COMPLY WITH ALL, REQUIREMENTS FOR CLEANING UP AS DESCRIBED IN VARIOUS SECTIONS OF THESE SPECIFICATIONS AND WITH ALL PERTINENT REQUIREMENTS OF TE31, AVAIRPROS AND ALL OTHER GOVERNMENT AGENCIES HAVING JURISDICTION. 3. CONDUCT DAILY INSPECTION, AND MORE OFTEN IF NECESSARY, TO VERIFY THAT REQUIREMENTS OF CLEANLINESS ARE BEING MET. 4. SUBMIT MANUFACTURER'S WRITTEN INSTRUCTIONS OF 'THE PROPER CLEANING MATERIALS AND APPLICATIONS REQUIRED FOR THEIR PRODUCTS TO 'THE OWNER, PRIOR TO FINAL ACCEPTANCE. II MATERIALS - 1. PROVIDE ALL REQUIRED PERSONNEL, EQUIPMENT, AND MATERIALS TO MAINTAIN THE SPECIFIED STANDARD OF CLEANLINESS. 2. USE ONLY THE CLEANING MATERIALS AND EQUIPME=NT WHICH ARE COMPATIBLE WITH THE SURFACE BEING CLEANED, AS RECOMMENDED BY 'THE MANUFACTURER OF THE SURFACE CUEING CLEANED. III EXECUTION - 1. RETAIN ALL STORED ITEMS IN AN ORDERLY ARRANGEMENT ALLOWING MAXIMUM ACCESS, NOT IMPEDING DRAINAGE OR TRAFFIC, AND PROVIDING 'THE REQUIRED PROTECTION OF MATERIALS. 2. DO NOT ALLOW THE ACCUMULATION OF, SCRAP, DEBRIS, WASTE MATERIAL, AND OTHER ITEMS NOT REQUIRED FOR CONSTRUCTION OF THIS WORK, 3. AT LEAST ONCE A WEEK, AND MORE OFTEN IF NECESSARY, COMPLETELY REMOVE ALL SCRAP, DEBRIS, AND WASTE MATERIAL FROM 'THE JOB SITE, 4. PROVIDE ADEQUATE STORAGE FOR ALL ITEMS AWAITING REMOVAL FROM THE JOB SITE, OBSERVING ALL REQUIREMENTS FOR FIRE PROTECTION AND PROTECTION OF TFIE SITE AND THE. OWNER'S PROPERTY. a. DAILY, AND MORE OFTEN IF NECESSARY, INSPECT THE SITE AND PICK UP ALL SCRAP, DEBRIS, AND WASTE MATERIAL, REMOVE ALL SUCH ITEMS TO A PEACE DESIGNATED FOR THEIR STORAGE, MAINTAIN THE SITE IN A NEAT AND ORDERLY CONDITION AT ALL 'TIMES. 6. WEEKLY, AND MORE OFTCN IF NECESSARY, SWEEP ALL INTERIOR SPACES CLEAN. "CLEAN", FOR THE PURPOSE OF THIS SUB -PARAGRAPH, SHALL BE INTERRUPTED AS MEANING FRE=E FROM DUST AND OTHER MATERIAL CAPABLE OF BEING; REMOVED BY USE OF REASONAEJLE EFFORT AND HANDHELD BROOM, 7. FOLLOWING THE INSTALLATION OF FINISH FLOOR MATERIALS, CLEAN "THE:. FINISH FLOOR DAILY (AND MORE OFTEN IF NECESSARY) AT ALL TIMES WHILE WORK IS BEING PERFORMED IN THE SPACE IN WHICH FINISH MATERIALS HAVE BEEN INSTALLED. "CLEAN", FOR THE PURPOSE OF THIS SUB -PARAGRAPH, SHALL BE INTERPRETED AS MEANING FREE FROM ALL FOREIGN MATERIAL WHICH, IN THE OPINION OF THE ARCHITECT, MAY BE INJURIOUS TO THE FINISH FLOOR MATERIAL, 8. EXCEPT AS OTHERWISE SPECIFICALLY PROVIDED, "CLEAN" (FOR THE PURPOSE OF THIS ARTICLE) SHALL BE INTERPRETED AS MEANING THE LEVEL OF CLEANLINESS GENERALLY. PROVIDED BY SKILLED CLEANERS USING COMMERCIAL QUALITY BUILDING MAINTENANCE EQUIPMENT AND MATERIALS. 9. PRIOR TO COMPLETION OF 'TFIE WORK, REMOVE FROM THE JOB SITE ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, SCRAP, DEBRIS, AND WASTE, CONDUCT FINAL PROGRESS CI, FANING AS DESCRIBED IN ABOVE. 10, VISUALLY INSPECT ALL SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE MATERIAL, SMUDGES AND OTHER FOREIGN MATTER. REMOVE ALL 'TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. REMOVE; ALL PAINT DROPPINGS, SPOTS, STAINS, AND DIRT FROM FINISHED SURFACES. USE ONLY SPECIFIED MATERIALS AND EQUIPMENT, 11. CLEAN ALL GLASS, BOTH SIDES, INCLUDING EXISTING GLASS TO REMAIN. REMOVE ALL LABELS. 12. TO ALL SURFACES REQUIRING THE ROUTINE APPLICATION OF BUFFED POLISH, APPLY THE POLISH RECOMMENDED 13Y THE MANUFACTURER OF THE MATERIAL BEING POLISHED. 13. SCHEDULE FINAL CLEANING, TO BE DONE BY A PROFESSIONAL CLEANING COMPANY, AS ACCEPTED BY THE ARCHITECT, TO ENABLE THE OWNER TO ACCEPT A COMPLETELY PROFESSIONALLY CLEANED PROJECT END OF SECTION 01710 THIS DRAVAIINQ IS 3 HAN 22" X 34" IT IS A ED SIZE DRAWING 4 k Q1720 1 OJECT RECORD DOCUMENTS: I WORK INCLUDED - 1. 'THROUGHOUT PROGRESS OF THE WORK OF THIS CONTRACT, MAINTAIN AN ACCURATE RECORD OF' ALL CHANGES IN THE CONTRACT DOCUMENTS, AS DESCRIBED BELOW. 2. UPON COMPLETION OF THE WORK OF THIS CONTRACT, -TRANSFER BY COMPUTER AIDED DRAFTING (CAD), THE RECORDED CHANGES TO A SET OF RECORD CAT.) DOCUMENTS, AS DESCRIBED IN III BELOW, 3, THOROUGHLY COORDINATE ALL CHANGES WITHIN THE RECORD DOCUMENTS, 'MAKING ADEQUATE AND PROPER ENTRIES ON EACH PAGE OF SPECIFICATIONS AND EACH SHEET OF DRAWINGS AND OTHER DOCUMENTS WHERE SUCH ENTRY IS REQUIRED TO PROPERLY SHOW CHANGE. ACCURACY OF RECORDS SHALL BE SUCH THAT FUTURE SEARCH FOR ITEMS SHOWN IN THE CONTRACT DOCUMENTS MAY REASONABLY RELY ON INFORMATION OBTAINED FROM THE ACCEPTED RECORD DOCUMENTS. 4. MAKE ALL ENTRIES WITHIN 24 HOURS AFTER RECEIPT OF INFORMATION. 5. IN ADVANCE OF THE ORLANDO SANFORD AUTHORITIES FINAL INSPECTION THE'CONTRACTOR SHALL SUBMIT THE FINAL RECORD CAD DOCUMENTS TO THE ARCHITECT TO SECURE THE ARCHITECT'S ACCEPTANCE. II MATERIALS - 1. PROMPTLY FOLLOWING AWARD OF CONTRACT, SECURE FROM THE ARCHITECT, AT NO CHARGE TO THE CONTRACTOR, ONE COMPLETE SET OF ALL DOCUMENTS COMPOSING THE CONTRACT. 2. AT A TIME NEAR THE COMPLETION OF 'THE WORK, PRIOR -TO THE REQUEST FOR FINAL. INSPECTION, SECURE FROM THE ARCHITECT, AT NO CHARGE TO THE CONTRACTOR, CAD FILES ON DISK OF ALL DOCUMENTS INCLUDED IN THE CONTRACT. III EXECUTION - 1. IMMEDIATELY UPON RECEIPT OF THE JOB SET DESCRIBED ABOVE, IDENTIFY EACH OF THE DOCUMENT'S WITH THE 'TITLE "RECORD DOCUMENT - JOB SETT". l.. DO NOT USE THE JOB SET FOR ANY PURPOSE EXCEPT ENTRY OF NEW DATA AND FOR REVII;;W DY THE ARCHITECT, UNTIL START OF TRANSFER OF THE DATA 'TO FINAL RECORD CAD DOCUMENTS. 3. MAINTAIN THE JOB SET AT THE SITE. 4. IPI MOST CASES ON THE DRAWINGS, ARRANGEMENT OF CONDUIT AND AND CIRCUITS, PIPING, DUCTS, AND OTHER SIMILAR ITEMS, IS SHOWN SCHEMATICALLY AND IS NOT INTENDED TO PORTRAY PRECISE PHYSICAL LAYOUT. FINAL. PHYSICAL ARRANGEMENT IS AS DETERMINED BY THE CONTRACTOR SUBJECT TO THE ARCHITECT'S ACCEPTANCE, HOWEVER, DESIGN OF FUTURE MODIFICATIONS OF THE FACILITY MAY REQUIRE ACCURATE INFORMATION AS 'TO THE FINAL PHYSICAL ARRANGEMENT OF ITEMS WHICH ARE SHOWN ONLY SCHEMATICALLY ON THE DRAWINGS. 5, THE PURPOSE OF FINAL RECORD CAD DOCUMENTS IS TO PROVIDE FACTUAL INFORMATION REGARDING ALL ASPECTS OF THE WORK, BOTH CONCEALED AND VISIBLE, TO ENABLE FUTURE MODIFICATIONS OF DESIGN TO PROCEED WITHOUT LENGTHY AND EXPENSIVE SITE. MEASUREMENT, INVESTIGATION, AND EXAMINATION. 6. FOLLOWING RECEIPT OF THE CAD FILES ON DISK DESCRIBED ABOVE, AND PRIOR TO START OF TRANSFER OF RECORDED DATA THERETO, SECURE A REVIEW BY THE ARCHITECT OF ALL, RECORDED DATA. MAKE ALL REQUIRED REVISIONS. 7. CAREFULLY TRANSFER ALL CHANGE DATA SHOWN ON THE JOB SET OF RECORD DRAWINGS TO THE CORRESPONDING CAD FILES ON DISK, COORDINATING THE CHANGES AS REQUIRED, AND CLEARLY INDICATING AT EACH AFFECTED DETAIL AND OTHER DRAWING THE FULL DESCRIPTION OF ALL CHANGES MADE DURING CONSTRUCTION AND THE ACTUAL LOCATION OF ITEMS DESCRIBED ABOVE, CALL ATTENTION TO EACH ENTRY BY DRAWING A "CLOUD" AROUND THE AREA OR AREAS AFFECTED. MAKE ALL ENTRIES TO THE CAD FILES ON DISK NEATLY AND CONSISTENTLY IN BOLD LINES AND "TEXT. IDENTIFY EACH CAD DISK AND ALL OF THE DOCUMENTS WITHIN WITH 'THE TITLE "AS -BUILT RECORD SET" 8. SUBMIT THE COMPLETED TOTAL SET OF RECORD DOCUMENT CAD FILES ON DISK, AND THREE (3) BOUND (STAPLED) SETS OF ASSOCIATED PRINT-OUTS, IN NUMERICAL ORDER, 'TO THE. ARCHITECT AS DESCRIBED ABOVE. THE ARCHITECT MUST SUBMIT TWO (2) SETS TO THE ORLANDO SANFORD AUTHORITIES TO REQUEST FINAL NSPECTION. END OF SECTION 01720 4 5 x,1730 OPEU 1'(C A) )..MAINTENANCE. DATA; I WORK INCLUDED - 1. TO AID IN THE CONTINUED INSTRUCTION OF OPERATING AND MAINTENANCE PERSONNEL, AND TO PROVIDE A POSITIVE SOURCE OF INFORMATION REGARDING THE PRODUCTS INCORPORATED IN THE WORK, FURNISH AND DELIVER THE DATA DESCRIBED IN THIS SECTION AND IN PERTINENT SECTIONS OF THESE SPECIFICATIONS. 2. MAKE ALL SUBMITTALS IN STRICT ACCORDANCE WITH PROVISIONS OF SECTION 01;500. 3. REQUIRED CONTENTS OF SUBMITTALS MAY ALSO 1:3E AMPLIFIED IN PERTINENT OTHER SECTIONS OF THESE SPECIFICATIONS. 4. SUBMIT THREE COPIES OF THE FINAL MANUAL OR MANUALS TO TFIE ARCHITECT PRIOR 'TO INDOCTRINATION OF OPERATION AND MAINTENANCE PERSONNEL. It MATERIALS 1. WHERE INSTRUCTION MANUALS ARE REQUIRED TO BE SUBMITTED UNDER OTHER SECTIONS OF THESE SPECIFICATIONS, PREPARE IN ACCORDANCE WITH THE FOLLOWING: 1, FORMAT: SIZE i3 1/2 " X 11 ". PAPER WHITE BOND, AT LEAST 20 LB. WEIGHT. TEXT NEATLY TYPEWRITTEN, DRAWINGS 11" IN HEIGHT PREFE:RAEJLE; BIND IN WITH TEXT; FOLDOUTS ACCEPTABLE; LARGER DRAWINGS ACCEPTABLE, BUT FOLD TO FIT WITHIN THE MANUAL AND PROVIDE A DRAWING POCKET INSIDE REAR COVER OR BIND IN WITH TEXT. 2. PROVIDE FRONT AND BACK COVERS FOR EACH MANUAL, USING DURABLE MATERIAL ACCEPTED BY THE ARCHITECT AND CLEARLY IDENTIFIED ON OR THROUGH THE FRONT COVER WITH AT LEAST THE FOLLOWING INFORMATION: 1. OPERATING AND MAINTENANCE INSTRUCTIONS 2, NAME OF CONTRACTOR 3, GENERAL SUBJECT OF THIS MANUAL 3, CONTENTS: 1, INCLUDE AT LEAST THE FOLLOWING: 1. IMMEDIATE INFORMATION AS TO THE LOCATION WITHIN 'THE MANUAL OF ALL EMERGENCY DATA RECARDING THE INSTALLATION. 2. COMPLETE INSTRUCTIONS REGARDING OPERATION AND MAINTENANCE OF ALL EQUIPMENT INVOLVED, INCLUDING LUBRICATION, DISASSEMBLY, AND RE -ASSEMBLY. 3. COMPLETE NOMENCLATURE AND PART NUMBER OF ALL REPLACEABLE PARTS, NAME AND ADDRESS OF NEAREST VENDOR, AND ALL. OTHER PERTINENT DATA REGARDING PROCUREMENT PROCEDURE. 2. COPY OF ALL GUARANTEES AND WARRANTIES. 3. MANUFACTURER'S BULLETINS, CUTS, AND DESCRIPTIVE DATA, WHERE PERTINENT, CLEARLY INDICATING THE PRECISE ITEMS INCLUDED IN 'THIS INSTALLATION AND DELETING, OR OTHERWISE CLEARLY INDICATING, ALL MANUFACTURER' DATA WITH WHICH THIS INSTALLATION IS NOT CONCERNED. SUCH OTHER DATA AS REQUIRED IN PERTINENT OTHER SECTIONS OF 'THESE SPECIFICATIONS. EXECUTION - NOT USED END OF SECTION 01730 I7 C 0174Q WARRANTIFS,.,�D C;UARA�l�1TEE:S: I WORK INCLUDED - 1. THIS SECTION COVERS PREPARING AND SUBMITTING MANUFACTURER'S WARRANTIES AND GUARANTEES REQUIRED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. MATERIALS II 1. IN ACCORDANCE WITH SECTION 01300, SUBMITTALS AND SUBSTITUTIONS - 1. SUBMIT BLANK WARRANTY AND GUARANTEE FORMS FOR ACCEPTANCE NOT LATER THAN 30 DAYS AND BEFORE THE: ANTICIPATED FINAL ACCEPTANCE DATE. SUBMIT 4 COPIES OF EACH BLANK FORM, ONE COPY OF EACH FORM WILL BE RETURNED FOR CORRECTION OR FOR USE. 2. SUBMIT EXECUTED WARRANTY AND GUARANTEE FORMS FOR ACCEPTANCE NOT LATER THAN 10 DAYS BEFORE THE ANTICIPAI"ED FINAL, ACCEPTANCE DATE. SUBMIT 4 COPIES OF EACH EXECUTED FORM, ONE COPY OF TACH FORM WILL BE RETURNED FOR CORRECTION OR FOR USE, 3. ACCOMPANY BLANK AND EXECUTED FORMS WITH TRANSMITTAL FORM CONTAINING THE FOLLOWING INFORMATION - 'I. ITEMS COVERED BY THE WARRANTY OR CUARANTEE 2. DATE SUBMITTED TO ARCHITECT 3. PROJECT TITLE: AND NUMBER 4, SUPPLIER'S, MANUFACTURER'S OR SUBCONTRACTOR'S NAMES AND ADDRESSES III EXECUTION - NOT USED CND OF SECTION 01740 01 I w a s- WO =eco o (9a6 p LuTx `Z U t 7) Q N j W_ e, 0 u: �L s:1 4l`1 „`4a 0, 0, 4D ,. Q w Q0 z Q. Q. r 04 0Ld N C) c� 'I. �a U a 1 ; DlKz a Z m F-• �� � Q c� � ♦ N ,1 LLI N z 4*4�1�1' ty Z 0- 0 :!t Ca U CK Ill Q w 0 - Q al a 0 Q U <<w z z 0 0� J ;; y> o W LL y.. 2 E Y a E C7 C- z < z W � Q Q W_j Q G iY Q C cn cr1 0 0 a N 6 Q ui z �-- r Q 'w PRQJ NO: P703080242 SCALE: AS NOTED DATE: _.. DESIGNED BY DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: GENERAL GENERAL REQUIREMENTS 01600 ^ 01740 SHEET NO. G003 SHEET OF I C IRr 0 02060 REMOVALS: I WORK INCLUDED - 1, RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION, 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION, 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION, COOPERATE WITH SUCH TRADE=S TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. SEE ARCHITE=CTURAL AND ELECTRICAL DRAWINGS FOR SPECIFIC REMOVALS (DEMOLITION) AND REQUIREMENTS, 3. GENERAL REMOVALS: 1. REMOVE ALL ITEMS, MATERIALS AND FINISHES REQUIRED FOR THE INSTALLATION OF THE NEW WORK AS DESCRIBED IN PERTINENT- SECTIONS OF THESE SPECIFICATIONS AND10R SHOWN ON THE DRAWINGS INCL.UDINC BUT NOT LIMITED TO: WALL AND FLOOR SURFACE MATERIALS FOR THE PROPER ATTACHMENT AND/OR APPLICATION OF NEW FINISHES AND ALL EXISTING MISCELLANEOUS ELECTRICAL. ITEMS, DEVICES AND FIXTURES: SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS. 2. REMOVE ALL MISCELLANEOUS INCIDENTAL MATERIALS AND ITEMS IN CONFLICT WITH THE PROPER PREPARATION, INSTALLATION AND FINISHING OF THE NEW WORK, 3. REMOVE ALL. FXISTING DAMAGED AND MARRED FINISH MATERIALS•AND REPLACE WITH NEW TO MATCH EXISTING. 4. ITEMS NOTED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY, INCLUDING ALL INSTALLATION FASTENINGS, UNLESS OTHERWISE NOTED. ALL ABUTTING MATERIALS AND FINISHES SHALL BE PATCHED TO MATCH FOR NO NOTICEABLE REMOVAL INDICATIONS PER SECTION 01045. 5. REPAIR AND PATCH TO MATCH EXISTING WHERE LEFT EXPOSED TO VIEW OR DAMAGED BY REMOVALS: SEE SECTION 01045. 11 MATERIALS - (NA) III EXECUTION - 1, ALL REMOVALS AND DEMOLITION SHALL BE IN COMPLIANCE WITH THE STATE OF FLORDIA BUILDING CODE, THE ORLANDO SANFORD AVIATION AUTHORITY (OSAA) AND ALL APPLICABLE FEDERAL SAFETY REGULATIONS. ALL NEW INTERIOR FINISH MATERIALS MUST -BE INSTALLED ON NON-COMBUSTIBLE SURFACES, WHERE NEW FINISH MATERIALS ARE TO BE INSTALLED ON EXISTING SURFACES ALL EXISTING FINISH MATERIALS, INCLUDING GLUM, BONDING AGENTS, ETC., MUST BE REMOVED PRIOR TO INSTALLATION OF ANY NEW MATERIAL. 2. IF ASBESTOS OR ANY OTHER HAZARDOUS MATERIALS ARE ENCOUNTERED, NOTIFY OWNER IN WRITING PRIOR TO PROCEEDING. STATE GOVERNING AUTHORITY'S APPROVED METHODS OF PROPER REMOVAL AND DISPOSAL PROCEDURES. UPON WRITTEN NOTICE FROM OWNER TO PROCEED, THESE ME71'HODS AND PROCEDURES ARE TO BE STRICTLY•FOLLOWED. 3. ALL MATERIALS AND ITEMS THAT ARE TO BE REUSED AND RELOCATED IN CONJUNCTION WITH THE NEW WORK SHALL BE CAREFULLY CUT AWAY FROM THE EXISTING ABUTTING WORK TRUE TO LINE,. AT THE NEAREST JOINT, SURFACE BREAK OR PATTERN LINE TO ENSURE NO NOTICEABLE DIFFERENCE BETWEEN NEW AND EXISTING TO REMAIN. REMOVALS SHALL BE KEPT TO A MINIMUM. MATERIALS TO BE REUSED AND RELOCATED SHALL BE PROPERLY HANDLED, TAGGED AND STORED TO PREVENT DAMAGING AND BREAKING, 4. CAREFULLY COORDINATE ALL TRADES TO ENSURE PROPER AND ADEQUATE INTERFACE OF THE WORK, 5. WHEN WORK IS STOPPED, PROVIDE AND MAINTAIN IN PLACE SUITABLE COVERINGS AND BARRIERS FOR PROTECTION OF THE WORK AND SAFETY FOR ALL PERSONNEL_ AND BUILDING USERS. 6. PROTECT ALL WORK, EXISTING AND NEW, FROM DAMAGE BY ANY CAUSE THROUGHOUT THE DEMOLITION OPERATIONS. PROTECTIVE COVERINGS OR BARRIERS SHALL NOT MAR, STAIN OR PENETRATE THE FINISHED WORK, 7. COORDINATION OF THE WORK: 1. COORDINATE ANY AND ALL ELECTRICAL WORK FOR THE PROPER DISCONNECTIONS, PROTECTIONS AND CAPPINGS: SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS. 1. PRIOR 1'0 CUTTING, (CORE BORING) EXISTING FLOOR SLABS VERIFY 81-RUCTORAL REINFORCING OF CONCRETE, IF UNKNOWN, BY APPROVED XRAY METHOD, OR ALTERNATE, SEE SECTION 01045 OF THE GENERAL REQUIREMENTS. DO NOT PROCEED WITH ANY CUTTING (CORE BORING) UNTIL WRITTEN AUTHORIZATION IS RECEIVED FROM BUILDING OWNER. 8. UNDERTAKE WHATE=VER PRECAUTIONS ARE NECESSARY TO CONTROL AND PREVENT EXCESSIVE DUST DURING REMOVALS, DO NOT ALLOW DUST BEYOND "THE CONTRACT LIMIT LINE, 9. REMOVE ALL PORTIONS OF 'THE WORK IN A SAFE MANNER WITH CARE TO PREVENT DAMAGE TO ADJACENT AND RE=MAINING STRUCTURE, FINISHES OR ANY OTHER ITEMS OF THE HUDSON GROUP PROPERTY OR OTHER TENANT AREAS AND PUBLIC SPACES AND PROPERTY, 10. ALL MATERIALS UNLESS NOTED TO BE REUSED OR "TO BE SALVAGED SHALL BE REMOVED OFF THE PROPERTY TO AN AVAILABLE DUMP OR SITE OF THE. CONTRACTOR'S OWN CHOOSING AND ARE TO BE PROPERLY AND RESPONSIBLY DISPOSED OF. 11. VERIFY SALVAGF REQUIREMENTS FOR ALL MATERIALS NOTE=D TO BE REMOVED WITH THE ORLANDO SANFORD AVIATION AUTHORITY (OSAA) AND THE HUDSON GROUP (TENANT/OWNER), MATERIALS NOTED TO BE SALVAGED SHALL BE STORED PER OSAA ANO THE HUDSON GROUP DIRECTIONS. 12, ALL REMOVALS SHALL. LEAVE THE EXISTING SURFACES AND SUBSTRATES FREE AND CLEAN FOR THE PROPER PA"I`CHING AND PREPARATION.REQUIRED FOR THE SPECIFIED NEW MATERIALS AND FINISHES. 13. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 02000 I 03500 CEMENTITIOUS UNDERLAYMENT: I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF "THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2, PROVIDE AND INSTALL: 1, ALL FLASH PATCHING REQUIRED FOR THE PROPER INSTALLATION OF ALL FINISH FLOORING SECTIONS OF THESE SPECIFICATIONS, 2. ALL FLOOR LEVELING REQUIRED FOR FLOOR ELEVATIONS SHOWN. 3. FILL ALL EXISTING UNUSED AND ABANDONED FLOOR PENETRATIONS. 3. PROVIDE MANUFACTURER'S PRODUCT DATA LITERATURE IN ACCORDANCE WITH SECTION 01300 OF THESE= SPECIFICATIONS. 4. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. 1. QUALIFIED EXPERIENCED INSTALLER (APPLICATOR) OF MATERIAL SPECIFIED, ACCEPTABLE TO THE MANUFACTURER, WHO HAS A SUCCESSFUL RECORD OF COMPLETING CEMENT - BASED UNDERLAYMENT APPLICATIONS SIMILAR IN MATERIAL AND EXTENT TO THAT REQUIRED FOR THIS PROJECT II MATERIALS 1. UNDERLAYMENT: CEMENT BASED POLYMER -MODIFIED, SELF - LEVELING, FILL, PATCHING AND RESURFACING COMPOUND CAPABLE OF FEATHEREDGE TO SIX INCH THICKNESS AS MANUFACTURED BY: ARDEX, INC., K-15 SELF -LEVELING UNDERLAYMENT" CONCRETE; CONSPEC MARKETING AND MANUFACTURING CO., INC„ CONFLOW; L&M CONSTRUCTION CHEMICALS, INC., LEVELEX UNDERLAYMENT, OR ARCHITECT ACCEPTED EQUAL. 1. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT, OR HYDRAULIC BLENDED CEMENT AS DEFINED BY ASTM C 219. COMPRESSIVE STRENGTH NOT LESS THAN 4100 PSI (28 MPA) AT 28 DAYS WHEN TESTED ACCORDING TO ASTM C 109/C 109M. 2. UNDERLAYMENT ADDITIVE: RESILIENT -EMULSION PRODUCT OF UNDERLAYMENTMANUFACTURER FORMULATED FOR USE WITH UNDERLAYMENT WHEN APPLIED TO SUBSTRATE AND CONDITIONS INDICATED, 2. AGGREGATE: WELL -GRADED, WASHED GRAVEL, 1/8 TO 1/4 INCH, OR COARSE SAND AS RECOMMENDED BY UNDERLAYMENT MANUFACTURER. 1. PROVIDE AGGREGATE WHEN RECOMMENDED IN WRITING BY UNDERLAYMENT MANUFACTURER FOR UNDERLAYMENT THICKNESS REQUIRED. 2. WATER-, POTABLE AND AT A "TEMPERATURE NOT MORE THAN 70 DEG. F, 3. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER, RECOMMENDED IN WRITING, FOR SUBSTRATE CONDITIONS AND APPLICATIONS INDICATED. Ill EXECUTION - I. EXAMINE SUBSTRATES, WITH INSTALLER PRESENT, FOR CONDITIONS AFFECTING PERFORMANCE OF UNDERLAYMENT INCLUDING SUBSTRATE MOISTURE CONTENT. BEGIN UNDERLAYMENT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 2, PROPERLY PREPARE AND CLEAN SUBSTRATE, IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SUBSTRATE INDICATED PRIOR TO APPLICATION, PROVIDE CLEAN, DRY, NEUTRAL - PH SUBSTRATE FOR UNDERLAYMENT APPLICATION. 1. TREAT NON-MOVING SUBSTRATE CRACKS TO PREVENT CRACKS FROM TELEGRAPHING (REFLECTING) THROUGH UNDERLAYMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS. 2. FILL SUBSTRATE VOIDS TO PREVENT UNDERLAYMENT FROM LEAKING. 3. MECHANICALLY REMOVE L.AITANCE, GLAZE, EFFLORESCENCE, CURING COMPOUNDS, FORM -RELEASE AGENTS, DUST, DIRT, GREASE, OIL, AND OTHER CONTAMINANTS THAT MIGHT IMPAIR UNDERLAYMENT BOND ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 4, AFTER SUBSTRATE PREPARATION, TEST SUBSTRATE FOR ADHESION WITH UNDERLAYMENT ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. MIX, APPLY AND CURE UNDERLAYMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 1, COORDINATE. APPLICATION OF COMPONE=NTS TO PROVIDE OPTIMUM UNDERLAYMENT-TO-SUBSTRATE AND INTERCOAT ADHESION. 2. APPLY UNDERLAYMENT TO PRODUCE UNIFORM, LEVEL SURFACE. APPLY FINAL LAYER WITHOUT AGGREGATE TO PRODUCE A SMOOTH SURFACE. FEATHER EDGES TO MATCH ADJACENT FLOORING. 4. FIELD QUALITY CONTROL: 1. SLUMP TEST: IF SLUMP TEST IS RECOMMENDED IN WRITING BY MANUFACTURER, TEST UNDERLAYMFNT FOR SLUMP AS IT IS PLACED FOR COMPLIANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS. 2. FIELD SAMPLES: TAKE AT LEAST THREE MOLDED -CUBE SAMPLES FROM EACH UNDERLAYMENT BATCH. TEST SAMPLES ACCORDING TO ASTM C 109/C 109M FOR COMPLIANCE WITH COMPRESSIVE -STRENGTH REQUIREMENTS. 5. DO NOT INSTALL (APPLY) FINISH FLOORING OVER UNDERLAYMENT UNTIL. AFTER TIME PERIOD RECOMMENDED BY UNDERLAYMENT MANUFACTURER. 2 3 6. REMOVE AND REPLACE UNDERLAYMENT AREAS THAT EVIDENCE LACK OF BOND WITH SUBSTRATE, INCLUDING AREAS THAT EMIT A "HOLLOW" SOUND WHEN TAPPED. 7. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS, END OF SECTION 03500 05500 MISCELLANEOUS METALS: I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION, 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY -WORK OF THIS'SECTION. COOPERATE WITH SUCH TRADES TO ASSURE= THE STEADY PROGRESS OF ALL PROJECT WORK. 2. PROVIDE AND INSTALL: 1. ALL MISCELLANEOUS METAL, AS SCHEDULED AND SHOWN ON THE DRAWINGS AND/OR AS REQUIRED FOR FULL COMPLETION OF THE WORK. '1. ALL MISCELLANE=OUS METAL, INCLUDING BUT NOT LIMITED TO, SUPPORT STEEL FOR SPECIAL DOORS AS SHOWN ON THE DRAWINGS, AND ALL FASTENERS AND ANCHORAGE DEVICES FOR THE INSTALLATION OF WORK FOR THIS AND ALL SECTIONS OF THESE SPECIFICATIONS INCLUDING ELECTRICAL WORK, 3. PROVIDE COORDINATED SHOP DRAWINGS AND PRODUCT LITERATURE ON ALL ITEMS AND SAMPLES OF ALL FINISHES IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS. 4, PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 41710 OF THESE SPECIFICATIONS, INCLUDE RECOMMENDED CLEANING ME=THODS, CLEANING MATERIALS AND STAIN REMOVAL METHODS. 5. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH AISC, ASTM, MFMA, NAAMM, AWS, SSPE STANDARDS AND APPLICABLE CODE REQUIREMENTS. 11 MATERIALS - 1. ALL MISCELLANEOUS SUPPORTSTEEL AND CLOSURE ITEM MATERIAL., FABRICATION AND ERECTION SHALL COMPLY WITH THE REQUIREMENTS OF THE AISC STANDARD SPECIFICATIONS FOR STRUCTURAL STEEL, WITH SUPPLEMENTS TO DATE, 1. IN FABRICATION OF ITEMS WHICH WILL BE EXPOSED TO VIEW, LIMIT MATERIALS TO THOSE WHICH ARE FREE FROM SURFACE BLEMISHES, PITTING, ROLLED TRADE NAMES, AND ROUGHNESS. 2. COMPLY WITH FOLLOWING STANDARDS, AS PERTINENT: 1. STEEL PLATES, SHAPES, AND BARS: ASTM A36 2, STEEL PLATES TO BE_ BENT OR COLD -FORMED: ASTM A203 3. STEEL TUBING (HUT -FORMED, WELDED, OR SEAMLESS): ASTM A501 4. STEEL BARS AND BAR -SIZE SHAPES: ASTM A306, GRADE 65, OR ASTM A36 5. COLD -FINISHED STEEL BARS: ASTM A108 6. COLD -ROLLED CARBON STEEL. SHEETS: ASTM A336 7. GALVANIZED CARBON STEEL SHEETS: ASTM A526, WITH G90 ZINC COATING IN ACCORDANCE WITH ASTM A525 8. GRAY IRON CASTINGS: ASTM A48, CLASS 10 9. (MALLEABLE IRON CASTINGS: ASTM A47 10. STEEL PIPE: ASTM A53 GRADE A, SCHEDULE 40, BLACK FINISH UNLESS OTHERWISE-" NOTED 11. CONCRETE INSERT$: 1. THREADED OR WEDGE TYPE GALVANIZED FE=RROUS CASTINGS OF MALLEABLE IRON COMPLYING WITH ASTM A27 2. PROVIDE REQUIRED .BOLTS, SHIMS, AND WASHERS, HOT- DIP GALVANIZED IN ACCORDANCE WITH ASTM A153. 3. ALL STEEL SHALL BE SHOP PRIME FINISHED FOR CONCEALED ITEMS AND SCHEDULED FINISH FOR EXPOSED TO VIEW ITEMS. 1. PRIMER: USE "10-99 TNEMEC PRIMER" OR "RUSTOLEUM NUMBER 5769 PRIMER" 2. FOR REPAIR OF GALVANIZING, USE A HIGH ZINC --DUST CONTENT PAINT COMPLYING WITH MIL --21035. ' 4. THE CONTRACTOR SHALL FURNISH MILL TEST REPORTS FROM THE PRODUCER OF THE.STEEL CERTIFYING THAT THE STEEL MEETS THE MINIMUM REQUIREMENTS AS DEFINED BY ASTM SPECIFICATIONS, 2. ALL WELDING SHALL BE IN ACCORDANCE WITH THE STANDARD CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION OF THE AMERICAN WELDING SOCIETY. WELDING ELECTRODES SHALL CONFORM TO ASTM SPECIFICATIONS E-70XX. ALL BUTT WELDS SHALL BE 1005 PENETRATION WELDS AND FILLET WELDS SHALE.. BE A MINIMUM 3116". 3. ALL FASTENERS, THREADED AND DRIVEN, SHALL BE THE BEST OF THEIR RESPECTIVE TYPE, GRADE AND CLASS AND SHALL BE USED IN SUFFICIENT NUMBERS AND CORRECT SIZES FOR THE PARTICULAR APPLICATIONS. ALL FASTENERS SHALL BE HIDDEN IN THE FINISHED WORK. FASTENERS FOR EXTERIOR USE AND WHERE BUILT INTO EXTERIOR WALLS SHALL BE ZINC COATED FASTENERS. 3 IF TN15 DRAWINQ IS f ,9 THAN 22" X 34" IT IS A RFutJCED SI -E DRAWING 0 4. ALL OTHER MISCELLANEOUS. INCIDENTAL ITEMS AND MATERIALS IN TYPES SHOWN OR NOTED INCLUDING BUT NOT LIMITED TO; FASTENERS, ATTACHMENTS AND GROUT S€ -TOWN, .NOTED AND/OR REQUIRED FOR FULL COMPLETION OF THE. WORK, SHALL BE OF QUALITY COMPARABLE AND COMPATIBLE TO MATERIALS SPECIFIED. III EXECUTION - 1. VERIFY THAT LOCATIONS TO RECIVE ITEMS ARE PROPERLY PREPARED, DIMENSIONED AND READY FOR ITEM ATTACHMEN-T FOR A PERMANENT, RIGID INSTALLATION. 2, INSTALL ALL ITEMS IN ACCORDANCE WITH ACCEPTED SHOP DRAWINGS AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PLUMB, LEVEL AND TRUE WITHOUT DISTORTION, ALIGNED AND FITTED PROPERLY. COORDINATE. WITH ALL BUILT-IN ITEMS OF OTHER SECTIONS OF THESE SPECIFICATIONS FOR CUTOUT LOCATIONS AND SIZE,.SUPPORT AND ATTACHMENT REQUIREMENTS: 1. SECTION 08300 SPECIAL DOORS 2. SECTION 09250 GYPSUM WALLBOARD 3. 'E' DRAWINGS ELECTRICAL 3. PROPERLY PROTECT ALL FINISH SURFACES UNTIL INSTALLATION COMPLETION AND JUST PRIOR TO ARCHITECT'S FINAL ACCEPTANCE, 4. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 05500 06100 CARPENTRY: I WORK INCLUDED - 1, RELATED DOCUMENTS: I. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMEN'T'S WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION, 3. COORDINATE WORK WITI-, THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. PROVIDE AND INSTALL: 1. ALL ROUGH CARPENTRY INCLUDING BUT NOT LIMITED TO, WOOD BLOCKING, SUPPORT GROUNDS,FURRING,3ALKBO ARDS , ANCHORS AND ROUGH HARDWARE AND OTHER INCIDENTAL ROUGH CARPENTRY WORK AS REQUIRED FOR WORK OF ALL SECTIONS OF THESE SPECIFICATIONS INCLUDING ELECTRICAL WORK: SEE ELECTRICAL DRAWINGS, 2. MISCELLANEOUS CUTTING AND PATCHING FOR ALL SECTIONS OF THESE SPECIFICATIONS INCLUDING ELECTRICAL WORK: SEE SECTION 01045. 3. FIRESTOPPING AT ALL FLUOR AND WALL PENETRATIONS. PROVIDE UL FIRE RESISTANCE DIRECTORY DETAIL FOR EACH DIFFERENT INSTALLATION PROVIDED. 4. ALL TEMPORARY CONSTRUCTION REQUIREMENTS, INCLUDING BUT NOT LIMITED TO TEMPORARY CONSTRUCTION PARTITIONS, SCAFFOLDING, SCREENS, BARRIERS AND SUPPORTS FOR REMOVALS, RE -INSTALLATIONS AND NEW WORK, INC LUDING ELECTRICAL WORK, IN COORDINATION WITH REQUIRED PHASING OF THE PROJECT. 5. ALL WOOD SHALL BE FIRE RETARDANT TREATED. . 3, PROVIDE COORDINATED SHOP DRAWINGS AND SAMPLES OF ITEMS AS MAY BE REQUESTED BY THE ARCHITECT IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS. 1. UPON COMPLETION OF TI -118 PORTION OF THE WORK, COMPLETE AND POST CERTIFICATES OF COMPLIANCE IN ACCORDANCE WITI-1 PERTINENT REQUIREMENT'S OF GOVERNMENTAL AGENCIES HAVING JURISDICTION. 4. ALL WORK SHALT. BE HIGHEST IN QUALITY IN COMPLIANCE WITH ALSO, APA, AWPA, NHLA, PS 1, PS 20 AND APPLICABLE CODE REQUIREMENTS. "TREAT ALL LUMBER AND WOOD WITH FIRE RETARDANT AS REQUIRED FOR TYPE, USE AND CODE. 1. IN ADDITION 1-0 COMPLYING WITH PERTINENT CODES AND REGULATIONS OF GOVERNMENTAL. AGENCIES HAVING JURISDICTION, UNLESS OTHERWISE SPECIFICALLY DIREC=TE=D OR PERMITTED BY THE ARCHITECT COMPLY WITH: 1. "PRODUCT USE MANUAL" OF THE: WESTERN WOOD PRODUCTS ASSOCIATION FOR SELECTION AND USE OF PRODUCTS INCLUDED IN THAT MANUAL; 2. "PLYWOOD SPECIFICATION AND GRADE GUIDE" OF THE AMERICAN PLYWOOD ASSOCIATION. 11 IVIATERIALS 1. ALL ROUGH CARPENTRY LUMBER SHALL BE CONSTRUCTION GRADE SEASONED, S4S DOUGLAS FIR OR WESTE=RN LARCH, SEASONED TO 10% OR LESS MOISTURE CONTENT. EACH PIECE SHALL BE GRADE STAMPED WITH OFFICIAL MARK OF RESPONSIBLE GRADING RULES ASSOCIATION, HIDDEN AND EXPOSED PLYWOOD, DFPA, INTERIOR AND EXTERIOR C -C GRADE MANUFACTURED IN ACCORDANCE WITH APA AND PS 1-66 STANDARDS. EACH PIECE SMALL BE GRADE STAMPED. 2. THREADED AND DRIVEN FASTENERS SHALL BIW' HOT -DIPPED GALVANIZED AFTER FABRICATION AND THE BEST OF THEIR RESPECTIVE TYPE, GRADE AND CLASS, AND SHALL BE USED IN SUFFICIENT NUMBER AND CORRECT SIZES FOR THE PARTICULAR APPLICATION, 4 J 3, ALL WOOD AND WOOD PRODUCTS SHALL BE FIRE RETARDANT TREATED IN COMPLIANCE WITH STATE OF FLORDIA BUILDING CODE: PRESSURE TREATED WITH FIRE RETARDANT CHEMICALS, AND GRADE STAMPED, IN ACCORDANCE WITH REFERENCE STANDARDS CITED. 'I. RS -3, LUMBER AWPA 020-1988 2. RS -4, PLYWOOD AWPA C27-1988 4, FIRESTOPPING: ,I. 3M FIRE PROTECTION PRODUCTS, OR ARCHITECT ACCEPTED CQUIVALENT, FIRESTOPPING AND SMOKE -STOPPING SYSTEMS AND DEVICES, AS LISTED IN THE UL FIRE RESISTANCE DIRECTORY FOR FACH RATED WALL AND Ft 00R PENETRATION CONDITION. 5. ALL TEMPORARY CONSTRUCTION PARTITIONS, SCAFFOLDING, SCREEN, BARRIER AND' UPPORT TYPES, MATERIALS, FINISHES AND THEIR LOCATIONS SHALL BE IN ACCORDANCE WITH THE BUILDING OWNER'S TENANT CONSTRUCTION REQUIREMENTS AND ARE TO BE RE=VIEWED AND COORDINATED WITII TI -IL-""• BUILDING OWNER'S REPRESENTATIVE FOR ACCEPTANCE PRIOR TO COMMENCEMENT' OF THE WORK. IF NO BUILDING OWNER STANDARDS USE: 1. TEMPORARY CONSTRUCTION PARTITIONS AS REQUIRED FOR THE= PHASING OF THE WORK: 1. 3 5/8" 20 GA. METAL STUDS @ 16" Q.C. (OR 3 112" FIRE TREATED WOOD STUDS) WITH ONE LAYER OF '1/2" GWB ON PUBLIC SIDE TO CEILING OR SOFFIT ABOVE, TAPED, SPACKLED SMOOTH AND FLUSH TO RECEIVE PAINTED FINISH, SECTION 09900, AND BASE, SECTION 09650, PER "TENANT/OWNER INSTRUCTIONS. BRACE AS REQUIRED. 2, TEMPORARY CONSTRUCTION PARTITION DOORS AND FRAMES: 1. HOLLOW METAL KNOCK -DOWN, FRAMES, SIZED FOR (2) 3-0 X7-0 X 1 314 FLUSH HOLLOW METAL PAIR OF DOORS OR FLUSH SOLID CORE WOOD PAIR OF DOORS, CONTRACTOR`S OPTION. PROVIDE (2) SILENCERS AND HARDWARE CUTOUTS REQUIRED AND PRIMED TO RECEIVE PAINTED FINISH, SECTION 09900, PER TENANT/OWNER INSTRUCTIONS. 'I. HARDWARE SET FOR A PAIR OF DOORS: (CONTRACTORS OPTION PER OWNER'S ACCEPTANCE) 1. (3 PR.) SELF-CLOSING SPRING FTINGES 2, (1) PADLOCK & HASP 3. (1) SURFACE MOUNTED BOLT 4. (2) DOORSTOPS III EXECUTION - 1, SET ALL ROUGH CARPENTRY WORK AND TEMPORARY CONSTRUCTION ACCURATELY TO REQUIRED LEVELS AND LINES WITH MEMIERS PLUMB AND TRUE AND ACCURATELY CUT AND FITTED, SECURELY ATTACH THE WORK TU SUBSTRATE BY ANCHORING AND FASTENING AS REQUIRED BY RECOGNIZED STANDARDS. TEMPORARY CONSTRUCTION ITEMS SHALL BE INSTALLED IN A WAY TO MINIMIZE MARRING AND DAMAGING EXISTING FINISHES. ALL SUCH MARRING AND DAMAGE SHALL BE CORRECTED, PATCH TO MATCH, TO NO NOTICEABLE DIFFERENCE PER SECTION 01400 OF THESE SPECIFICATIONS. 2. HANDLE, STORE AND INSTALL FIRE RETARDANT (FR -S) MATERIALS IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS AND AS REQUIRED TO MEET REQUIRED CLASSIFICATION OR RATING, 3. 'TEMPORARY CONSTRUCTION PARTITIONS, SCAFFOLDING, SCREENS, BARRIERS AND SUPPORTS SHALL REMAIN IN PLACE UNTIL WORK IS COMPLETED. UPON COMPLETION OF THE WORK, OR PORTION TFIERl=OF PER REQUIRED PHASING, REMOVE ITEMS IN THEIR ENTIRETY INCLUDING ALL FASTENINGS. PATCH TO MATCH AND CLEAN AND REPAIR ALL EXISTING SURFACES AFFECTED BY ITEM PLACEMENT AND SUPPORT INSTALLATION AND REMOVAL., RE- INSTALL APPLICABLE UNDAMAGED RE -USED ITEMS FOR. SUCCEEDING PHASES. 4. APPLY FIRE STOPPING 'TO PROPERLY PREPARED CLEAN SUBSTRATE SURFACES FREE OF DIRT, DUST, GREASE, OIL, LOOSE MATE=RIAL, OR OTHER MATTER WHICH MAY AFFECT BOND OF FIRESTOPPING MATERIAL. APPLY PRIMER AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S IN' iTRUCTIONS AND APPLY FIRESTOPPING MATERIAL IN SUFFICIENT THICKNESS TO ACHIEVE RATING OF SURFACE PENETRATED AND TO UNIFORM DENSITY AND TEXTURE. INSTALL MATERIAL AT FLOORS, WALLS OR PARTITION OPENINGS WHICH CONTAIN PENETRATING SLEEVES, PIPING, DUCTWORK, CONDUIT AND OTHER ITEMS REQUIRING FIRESTOPPING. 5. PERFORM ALL. WORK IN AC=CORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SEUT€ON 06100 0 a C 11 0 (j ou 0re : UJ z cl Q t coo ca m L- 0 ri � U c) a� F Lu v Of Z U O C a 00. Nc� rn w ow �z1 (D N z m Z DW C-) a w o f= �� cl z <> N z c� O:..�: c/3 � LLl 0 W EL 1 < Q.. < Ld z 0Q 77z0 Z 0 v �.J =C !Q CK 0 � LL 0 Z .z U/0) <O z0 � Q z 1== zU) Q 0 u w m W .o U' C� r• � cv Q p z �- a _ E� PROD NO: P703080242 S CALE: TS NOTED DESIGNED -BY : - ......... DRAWN BY: E. OUTHAVONG3 CHECKED BY: SHEET TITLE: ARCHITECTURAL SPECIFICATIONS 02000 -- 06100 SHEET NO. A-001 SHEET ___.._ OF I I 0 1 06400 ARCHITECTURAL WOODWORK: I WORK INCLUDED - 1, RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL RE=QUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. - 3. COORDINATE WORK WITI-I THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. PROVIDE AND INSTALL: 1. ARCHITECTURAL WOODWORK (AW), STORE FIXTURES (F) AND DISPLAY FURNITURE (DF) AS SCHEDULED AND SHOWN ON THE DRAWINGS: ITEMS 1. AW -1 STOREFRONT GRILLE ENCLOSURE 2; AW2 STOREFRONT GRILLE ENCLOSURE FIXTURES 1. 1718017180 OPEN DISPLAY UNIT 2. F181 4' DISPLAY UNIT 3. F182 2' DISPLAY UNIT 4. F183 INFILL PANEL. 5. F184 WATI^RFALL ENCLOSURE DISPI-AY FURNITURE 1. 380 3 TIER FLOOR DISPLAY 2. 390 TABLE DISPLAYS SPECIALITY FIXTURES 1. $PI WATERFALL FEATURE ASSEMBLY (CSCI). SEE SPECIFICATION SECTION 13120. 2. 112" THICK TEMPLATES FOR ALL PERIMETER WALL DISPLAYS, CASHWRAP AND OTHER AW UNIT'S, AS SHOWN ON THE PLANS. WOODWORK CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE, FIELD MEASURING AND SHALL INSPECT THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO PROVIDING TEMPLATES. 3. ALL MISCELLANEOUS INCIDENTAL ITEMS, INCLUDING BUT NOT LIMITED TO PLASTIC LAMINATE AND MELAMINE; WOOD VENEER AND HARDWOOD; CABINET AND DISPLAY CASE HARDWARE; METAL TRIM, FACING AND CLADDING; GLASS; PAINT AND FASTENERS, ANCHORAGE DEVICES, SEALANTS, FILLERS AND ADHESIVES AS REQUIRED FOR THE INSTALLATION OF THE SCHEDULED ITEMS AND AS SHOWN ON THE DRAWINGS AND AS REQUIRED FOR FULL COMPLETION OF THE WORK. 4. ACCEPTABLE ARCHITECTURAL WOODWORK CONTRACTORS: CONTINENTAL CONSOLIDATED INDUSTRIES 161 GREENWOOD STREET WORCESTER, MA 01607 ATT: JIM POWERS TEL.: (508) 756-4372 FAX: (508) 753-1433 EXECUTIVE MILLWORK, INC. BAY#5, 1212-387~ AVE. N.E. CALGARY, ALBERTA, CANADA ATT: JOHN MAGNUSSON OR ROD ROLL TEL.: (403) 291-0100 FAX: (403) 250-3932 SILVER STAR CABINETS 409 EVERGREEN DRIVE NORTH BONNEVILLE, WA 98639 ATT: MATT CALIFF OR BEN CALIFF TEL: (509) 427-8800 FAX: (509) 427-5068 SOLID DETAILS 3101.SUMMIT AVF SUITE.300 PLANO, TX. 75074 ATT: MARK PRINCE OR MICHAEL FASANG TEL: (972) 509-9000 FAX: (972) 423'8050 SPARKS CUSTOM RETAIL 2828 CHARTER ROAD PHILADELPHIA, PA 19154 ATTN: MATT WOOD T: (215) 602-8056 FAX: (215) 676-8020 WOODWORKS RETAIL. AND ARCHITECTURAL. 64 EAST DUDLEY TOWN ROAD BLOOMFIELD, CT 06002 ATT: JACK GAJEWSKI OR RICK IRISH TEL: (860) 242-822.3 FAX: (860) 242-6418 5. ACCEPTABLE ARCHITECTURAL WOODWORK INSTALLERS: ATLANTIC INSTALLATIONS 2258 MOLLY SPRINGS PARKWAY CANTON, GA 30115 . ATT: RAIF LEWIS TEL: (770) 597-6101 E-MAIL atlantEcinstallations@alltel.net GREENWOOD INSTALLERS, INC. P,Q.-BOX 70706 QUINSIG VILLAGE STATION WORCESTER, MA 01607 ATT: BILL TYNDAL.L.., JR, TEL: (508) 831-7190 E-MAIL greenwoodinstall@Dcharter.net OR C/O CONTINENTAL CONSOLIDATED INDUSTRIE,, 181 GREENWOOD STREET WORCESTER,,MA 01607 ATT: JIM POWERS TEL.: (508) 756-4372 FAX:.(508) 753-1433 jpowers@continentalconsolidated.coni 1 2 JDL CONTRACTING SERVICES 1176 P€NEHURST DRIVE SMYRNA, GA 30080 ATT: WAYMON SNYDER CELL.: (404) 421..3779 E-MAIL waymonsnyder@nsn.com RETAIL BUILDERS & INSTALLERS 3903 OLD VINEYARD ROAD WINSTON-SALEM, NC 27704 ATT: GERALD RYAN TEL: (336) 765-9559 CELL: (336) 346-5080 E-MAIL gryan04rbi@aol.com SOUTH GROUP 3216 CAPITAL CIRCLE_' NW TALLAHASSEE, FL 32303 ATT: PHILLIP MARQUIS TEL: (860) 514-3200 FAX: (850) 562-1861 E-MAIL phillip@Fouthgroupinstailation.com sauthgroupinstailation.com 6. PROVIDE COORDINATED SHOP DRAWINGS OF ALL ITEMS, SAMPLES OF SLATWALL AND ALL FINISHES, INCLUDING WOOD VENEER FLITCHES, AND ON-SITE MOCK-UPS OF ALL ITEMS, WHERE REQUESTED, IN ACCORDANCE: WITH SECTION 01300 OF THESE SPECIFICATIONS. 1. (3) 12 X 12 OR (3) 8 X 10 FINISH SAMPLES. 2. SUBMIT PAINT APPLICATION METHOD TO BE USED FOR EACH PAINT FINISH TYPE AND LOCATION FOR ARCHITECT'S REVIEW AND ACCEPTANCE PRIOR TO PROCEEDING, 7, PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 017'10 OF THESE SPECIFICATIONS; INCLUDE RECOMMENDED CLEANING METHODS, CLEANING MATERIALS AND STAIN REMOVAL METHODS. 8. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH AVIA GRADES SPECIFIED AND APPLICABLE CODES. TREAT ALL, LUMBER AND WOOD WITH FIRE RETARDANT AS REQUIRED FOR TYPE, USE AND CODE 11 MATERIALS 1. PLYWOOD OR MEDIUM DENSITY FIBERBOARD/PLASTIC LAMINATE FACED CABINET WORK AND PANELS SHALL BE AWl PREMIUM GRADE QUALITY. USE FIRE RATED CORE MATERIAL AND FIRE RATED HORIZONTAL GRADE PLASTIC LAMINATES FOR ALL PLASTIC LAMINATE TYPES. (THE USE OF PVC IS NOT ALLOWED.) 1. F.R. HIGH PRESSURE PLASTIC LAMINATES: (ADHESIVES, BACKER SHE=ETS AND SUBSTRATES PER MANUFACTURER'S SPECIFICATIONS 1. PL1 FORMICA CLASS A 11909-58 BLACK ASTM E-84 MATTE* FINISH FLAME SPREAD 20 SMOKE DEVELOPED 15 2. DRAWER AND CABINET INTERIORS: 1. WHITE MELAMINE CABINET INTERIORS AND BALTIC BIRCH VENEER WITH CLEAR LACQUER FINISH DRAWERS. 2. MEDIUM DENSITY FIBERBOARDIWOOD VENEER FACED CABINET WORK AND PANELS WITH HARDWOOD EDGING SHALL BE AWI PREMIUM GRADE QUALITY (GRADE A) FOR•ALL WOOD VENEER TYPES. USE FIRE RATED CORE MATERIAL. 'l. WD1 BROOKSIDE VENE=ERS (REP., PAUL SPERA 914-592-7636), MEDIUM BROWN OAK, WITH A CLOSED PORE CLEAR SATIN LACQUER CATALYTIC FINISH, TO MATCH TRANSYSTEMS' MEDIUM SAMPLE. VENEER ON'/" F.R. MDF WITH HARDWOOD EDGES. ALL ADJACENT SURFACES TO BE 1300K MATCHED. ALL TO HAVE VERTICAL GRAIN, 2, WD3 BROOKSIDE VENEERS (REP., PAUL_ SPERA 914-592-7636), QUARTERED ANIGRE, WITH A CLOSED PORE CLEAR SATIN LACQUER CATALYTIC FINISH, TO MATCH TRANSYSTEMS' MEDIUM SAMPLE. VENEER ON 3/4" F.R. MDF WITH HARDWOOD EDGES. ALL ADJACENT SURFACES TO BE LOOK MATCHED. ALL, TO HAVE VERTICAL GRAIN. 3. HARDWOOD: 1. WD2 FLATCUT BROWN OAK, STAINED AND FINISHED 1'0 MATCH WD1. 4. SHELF ASSEMBLIES: 1, STYLEMARK (800-328-2495) LED POWERED TRACK LIGHT SHELF IM5808 WITH 1" SQUARE REFLECTOR AND 3500K COLOR TEMPERATURE. CLEAR ANODIZED ALUMINUM FINISH. PROVIDE WALL STANDARDS AS REQUIRED, SEE DRAWINGS FOR SHELF SIZES AND LOCATIONS. COORDINATE* ELECTRICAL. REQUIREMENTS WITH ELECTRICAL DRAWINGS. 5. METAL: 1. MT2 20 GA STAINLESS STEEL, SATIN FINISH 2. MT4 FUTURA INDUSTRIES, 90" OUTSIDE CORNER TRIM 6. PAINT FINISH: 1. SHOP APPLIED AWl PREMIUM GRADE PAINT SYSTEM OP -4. (ROLLER OR BRUSH APPLICATION IS NOT ACCEPTABLE) 1, P2 BENJAMIN MOORE; DECORATOR'S WHITE 2. P3 SCUFFMASTER PAINT ## 01693370 YELLOW METALLIC TEXTURED PEARL 3. P4 SCUFFMASTER PAINT ##SM718 SILVER METALLIC 7. CASEWORK, CABINET, DISPLAY CASE, CLOSET, SHELVING, ANDIOR DOOR HARDWARE AS NOTED ON THE DRAWINGS 6. SHELF INFILL GLASS: 1, GL1 3/4" TEMPERED CLEAR GLASS, WITH ALL EDGES POLISHED, AS MANUFACTURED BY LOF, GLOBE AMERADA, PPG INDUSTRIES OR ARCHITECT ACCEPTED EQUAL.. 9. METAL STUD FRAMING SYSTEMS FOR ARCHITECTURAL I'URAL WOCODWORK SUPPORT REQUIREMENTS. 1. IN ADDITION TO COMPLYING WITH THE PERTINENT CODES AND REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, COMPLY WITH PERTINE=NT RECOMMENDATIONS CONTAINED IN "SPECIFICATIONS FOR METAL LATHING AND FURRING" PUBLISHED BY THE METAL LATH/STEEL FRAMING ASSOCIATION. 2 3 1. METAL STUD FRAMING, UNLESS OTHERWISE S1-LOWN ON THE DRAWINGS, SHALL BE STANDARD PUNCHED STEEL. STUDS AND TRACK OF THE SIZE=S AND SHAPES SHOWN ON THE DRAWINGS, EITHER ELECTROLYTIC' ZINC COATING (ASTM DESIGNATION A 591, CLASS B) OR PAINTED WITH 1.0 MIL DRY FILM THICKNESS) RUST -INHIBITIVE ZINC CHROMATE PRIMER PAINT, AT MANUFACTURERS OPTION, ALL INTERIOR METAL STUDS AND THEIR ATTENDANT TRACK, LONGER'THAN 't 2-0" IN HEIGHT SHALL BE 20 GAUGE. 2. USE ONLY ONE STUD TYPE THROUGHOUT THE WORK, UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR SPECIFICALLY ACCEPTED IN ADVANCE BY THE ARCHITECT. 3. PROVIDE ALL ACCESSORIES INCLUDING, BUT•NOT NECESSARILY LIMITED TO, TRACKS, SCREWS, CLIPS, ANCHORS, FASTENING DEVICES, SOUND ATTENUATION PENCIL RODS AND RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE, PROPER, PERMANENTLY RIGID INSTALLATION, AND AS RECOMMENDED. BY THE MANUFACTURER OF THE STEEL STUDS, 4_ PROVIDE A GOOD GRADE OF COMMERCIAL GROUT FOR LEVELING THE FLOOR RUNNE=R MEMBER OF STEEL. STUD FRAMING AS REQUIRED 10. MISCELLANEOUS INCIDENTAL SUPPORT ITEMS IN TYPES, SHAPES AND SIZES AS SHOWN AND/OR REQUIRED WITH SHOP PRIME FINISH FOR CONCEALED ITEMS AND SCHEDULED FINISH FOR EXPOSED TO VIEW ITEMS. 11. ALL FASTENERS, THRF-ADED AND DRIVEN, SHALL BE THE BEST OF THEIR RESPECTIVE TYPE, GRADE AND CLASS AND SHALL BE USED INSUFFICIENT NUMBERS AND CORRECT SIZES FOR THEIR PARTICULAR APPLICATIONS, ALL FASTENERS ARE TO BE CONCEALED, IN THE FINISHED WORK. 12. SEALANT FOR INSTALLATION CAULKING OF ALL ARCHITECTURAL WOODWORK ITEMS SHALL BE TREMCO, OR ARCHITECT ACCEPTED EQUAL, HIGH PERFORMANCE SEALANT, BLACK, AND IN TYPE AND DETAIL PER MANUFACTURER'S WRITTEN RECOMMENDATIONS AND STANDARDS. COMPLY WITH SEALANT MANUFACTURE=R'S RECOMMENDATIONS FOR SELECTION OF CAULKING MATERIALS WHICH SUIT APPLICATIONS FOR INSTALLATION CONDITIONS. 13. ALL MISCELLANEOUS INCIDENTAL ITEMS IN TYPES SHOWN OR NOTED ON THE DRAWINGS AND AS REQUIRED FOR FULL COMPLETION OF THE WORK, III EXECUTION - 1. ALL FABRICATION, FINISHING, INSTALLATION, CLEANING AND PROTECTION OF ARCHITECTURAL WOODWORK SHALL BE GOVERNED BY APPLICABLE AWI STANDARDS, TO THE MAXIMUM EXTENT POSSIBLE, ASSEMBLE ALL ITEMS IN THE SHOP INCLUDING INSTALLATION OF THE NON -WOODWORK COMPONENTS. NO HORIZONTAL SEAMS OR JOINTS ARE ALLOWED IN ANY PANELS. 1. WOODWORK CONTRACTOR SHALL HAVE A QUALIFIED REPRESENTATIVE ON SITE -THROUGHOUT THE INSTALLATION OF THE WORK OF THIS SECTION. 2. COORDINATE EXACT LOCATIONS AND SIZES OF ALL REQUIRED CUTOUTS AND SPACE REQUIREMENT DIMENSIONS. RELOCATE ALL EXISTING WALL MOUNTED ITEMS AND DEVICES TO REMAIN TO FACE OF NEW PANELING. 3. CONDITION WOODWORK TO AVERAGE PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS PRIOR TO INSTALLING. 4. DELIVERY OF WOODWORK ITEMS ISTO BECOORDINATED WITH THE GC, A MINIMUM OF TWO DELIVERIES ARE REQUIRED - FIRST DELIVERY SHALL INCLUDE PERIMETER ITEMS; SECOND DELIVERY SHALE. INCLUDE CASHWRAP, FLOOR FIXTURING AND STOREFRONT COMPONENTS. COORDINATE~ DELIVERY ROUTES WITHIN THE FACILITY WITH BOTH THE GC AND THE FACILITY AUTHORITY. 5. INSTALL THE WORK PLUMB, LEVEL, "TRUE AND STRAIGHT WITH NO DISTORTIONS, SHIM AS REQUIRED USING CONCEALED SHIMS ANDIOR LEVELERS. INSTALL TO A TOLERANCE OF 1/8" IN 8'4! FOR PLUMB AND LEVEL (INCLUDING COUNTERTOPS); AND WITH 1/16" MAXIMUM OFFSET IN FLUSH ADJOINING SURFACE, 1/8" MAXIMUM OFFSET IN REVEALED ADJOINING SURFACES. 6. SCRIBE AND CUT WORK TO FIT ADJOINING WORK, AND REFINISH CUT SURFACES OR RE=PAIR DAMAGED SURFACES AT CUTS. 7, ANCHOR TO BLOCKING BUILT-IN OR DIRECTLY ATTACHED TO SUBSTRATES. SECURE TO GROUNDS, STRIPPING AND BLOCKING WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR COMPLETE INSTALLATION. EXCEPT WHERE PRF_ - FINISHED MATCHING FASTENER HEADS ARE REQUIRED, USE FINE FINISHING NAILS FOR EXPOSED NAILING, COUNTERSUNK AND FILLED FLUSH WITH WOODWORK, AND MATCI-IING FINAL. FINISH WHERE TRANSPARENT FINISH IS INDICATED 8. PROPERLY APPLY SEALANT IN ACCORDANCE WITH MANUFACTURER'S RECOMME=NDED INSTALLATION PROCEDURES, MATERIALS AND DETAILS FULLY, NEATLY AND CAREFULLY, WITHIN CONFINES OF JOINT BETWEEN ARCHITECTURAL WOODWORK AND ABUTTING SURFACES. 9. SET ALL DOORS SQUARE*, PLUMB, LEVEL AND TRUE, AL.I. IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. DOORS SHALL OPERATE FREELY THROUGHOUT "THEIR INTENDED PATH OF TRAVEL AND LOCK WITH ABSOLUTE MINIMUM FREE PLAY. ENSURE PROPER MINIMUM JOINT AND ALIGNMENT BETWEEN DOOR AND FRAME, 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR, EXISTING TO REMAIN AND NEW TO ENSURE~ PROPER OPERATION OF FUNCTION OF EVERY UNIT. REPLACE ANY UNTO WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION 11, MAKE FINAL CHECK AND ADJUSTMENT OF ALL HARDWARE ITEMS. CLEAN OPERATING ITEMS AS NECESSARY TO RESTORES PROPER FUNCTION AND FINISH OF HARDWARE AND DOORS. ADJUST DOOR CONTROL DEVICES TO COMPENSATE FOR FINAL OPERATION OF HEATING AND VENTILATING EQUIPMENT. '12. INSTRUCT OWNER'S PERSONNEL IN PROPER ADJUSTMENTAND MAINTE=NANCE OF HARDWARE FINISHES, DURING THE: FINAL ADJUSTMENT OF HARDWARE. 15. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 06400 3 DRAWING IS (,FSS THAN 22" X 34" IT IS A REf)QC FD SIZE DRAINING 4 07250 FIREPROOFING: I WORK INCLUDED 1. RELATED DOCUMENTS: 1, DRAWINGS AND GENERAL PROVISIONS OF THE CONT RACE', INCLUDING GENERAL, AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY 1.0 THIS SECTION, 2. EXAMINE= ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3, COORDINATE WORK WITHTHAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. PROVIDE AND INSTALL: 1. FIREPROOFING TO REPLACE ALL MISSING, DAMAGED AND REMOVED EXISTING FIREPROOFING WITH NEW FOR FULL COVERAGE OF STRUCTURAL ELEMENTS AS REQUIRED BY THE STATE OF FLORDIA BUILDING CODE. 3. PROVIDE MANUFACTURER'S LITERATURE IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS, 4. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. II MATERIALS - 1. PRODUCTS SHALL MATCH EXISTING FIREPROOFING IN QUALITY, TYPE, THICKNESS, AND ASTM AND UL DESIGN REQUIREMENTS. III EXECUTION - 1. SURFACES SHALT. BE PREPARED, CLEANED AND INSPECTED AFTER SUPPORT HANGERS AND ATTACHMENTS PENETRATING THE FIREPROOFING ARE IN PLACE. 2. EQUIPMENT AND APPLICATION PROCEDURES SHALL CONFORM -1.0 THE MATERIAL MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. INSTALLATION OF FIREPROOFING IS SUBJECT TO THE STATE OF FLORDIA BUILDING CODE CONTROLLED INSPECTION REQUIREMENTS. END OF SECTION 07260 07900 JOINT -SEALERS: I WORK INCLUDED - 1. RELATED DOCUMENTS: 1, DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL_ REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION, 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION, COOPERATE WITH SUCH TRADES TO ASSURE_'THF: STEADY PROGRESS OF ALL. PROJECT" WORK, 2. PROVIDE AND INSTALL: 1. ALL CAULKING FOR THE INSTALLATION OF NEW WORK WHERE NOTED AND/OR REQUIRED INCLUDING ALL ELECTRICAL WORK. 2. ALL, ADHESIVES, BACK-UP MATERIALS AND INCIDENTAL MATERIALS REQUIRED FOR PROPER INSTALLATION OF THE ABOVE. 3. PROVIDE MANUFACTURER'S PRODUCT DATA LITERATURE ON ALL ITEMS, SAMPLES OF CAULKING AND SAMPLES OF OTHER ITEMS AS MAY BE REQUESTED BY THE ARCHITECT IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS, 4. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710 OF THESE SPECIFICATIONS. INCLUDE RECOMMENDED CLEANING METHODS, CLEANING MATERIALS AND STAIN REMOVAL METHODS. 5. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH SWRI, SEALANT AND CAULKING GUIDE SPECIFICATION, IMIAC AND APPLICABLE CODE REQUIREMENTS AND SHALL BE OF THE HIGHEST QUALITY IN MATERIAL AND INSTALLATION STANDARDS FOR THL TYPE_' APPLICATION AND METHOD OF CONSTRUCTION IN ACCORDANCE WITH THE;. MANUFACTURE=R'S WRITTEN RECOMMENDATIONS TO ACHIEVE A WATERTIGHT INSTALLATION GUARANTEE AGAINST ALL DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF TWO (2) YEARS. 6. WORK NOT INCLUDED: 1. SEALANTS SPECIFIED IN OTHER SECTIONS - 1. ARCHITECTURAL WOODWORK SECTION 06400 II MATERIALS 1. TREMCO, OR ARCHITECT ACCEPTED EQUAL, HIGH PL:RFORMANCE SEALANTS, IN, STANDARD COLORS SELECTED BY ARCHITECT AND IN TYPE AND DETAIL PER MANUFACTURER'S WRITTEN RECOMMENDATIONS AND STANDARDS. COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS FOR SELECTION OF CAULKING MATERIALS WHICH SUIT APPLICATIONS FOR INSTALLATION CONDITIONS. 2. INCIDENTAL MATERIALS INCLUDING BU'T` NOT LIMII•ED TO BACK-UP MATERIALS, ADHESIVES, BOND BREAKERS, TAPE, PRIMERS AND FASTENERS REQUIRED AND COMPATIBLE AND IN ACCORDANCE WITH MATERIAL MANUFACTURER'S RECOMMENDATIONS. 4 5 III EXECUTION - 1, PROPERLY PREPARE AND CLEAN ALL EXISTING AND NEW SURFACES TO RECEIVE APPLIED MATERIALS AND VERIFY THAT ALL SURFACES TO RECEIVE MATERIALS ARE PROPERLY PREPARED AND READY IN ACCORDANCE WITH MATERIAL. MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. PROPERLY APPLY ALL MATERIALS TO ALL SURFACES IN ACCORDANCE W1TI-I MANUFACT'URER'S RECOMMENDED INSTALLATION PROCEDURES, MATERIALS AND DETAILS. 3. APPLY SEALANTS FULL AND CONTINUOUS NEATLY AND CAREFULLY, WITHIN CONFINES OF JOINT, WITH CONCAVE PROFILES, AT ALL JOINTS INDICATED ANDIOR REQUIRED, END OF SECTION 07900 08300 SPECIAL DOORS: I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GG -NERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL. AND SUPPLEMENTARY CONDITIONS AND DIVISION 'I GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR. REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL O'T'HER TRADES AFFECTING, OR AFFECTED UY WORK OF THIS SECTION, COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK, 2, PROVIDE:: AND INSTALL: 1. MANUALLY OPERATED SIDE FOLDING CLOSURES ASSEMBLY AS SHOWN AND SCHEDULED ON THE- DRAWINGS: 1. 01 STOREFRONT ENTRANCE FOLDING CLOSURE W/I31- PART LOCKING ASSEMBLY, SEE DRAWINGS FOR SIZE. 3. COORDINATE ALL WORK OF OTHER SECTIONS FORT FIE CLOSURE. 4. PROVIDE: COORDINATErD SHOP DRAWING FOR CLOSURE REQUIREmMFNTS, INCLUDING BUT NOT NECESSARILY LIMITED TO; SUPPORT FRAMING AND ENCLOSURES, PER CLOSURE MANUFACTURER'S LITERATURE IN ACCORDANCE WITH SECTION 01300 OF TI-1ESE SPECIFICATIONS. 5, PROVIDE CLEANING AND MAINTENANCE DATA IN ACCORDANCE WITH SECTIONS 01710 AND 01730 OF THESE SPECIFICATIONS. INCLUDE* RECOMMENDED CLEANING METHODS, CLEANING MATERIALS, STAIN REMOVAL METHODS. 6. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH MANUFACTURER'S WRIT -TEN INSTRUCTIONS AND APPLICAB3 E- CODE REQUIREMENTS. 11 MATERIALS - 'l. SIDCFOLDING CLOSURE: 'I. MANUALLY OPERATED (BI -PARTING) ASSEMBLY WITH CLEAR ANODIZED MILL ALUMINUM FINISH / PERFORATED CLEAR ANODIZED ALUMINUM PANEL CURTAIN, PROVIDE INSIDE/OUTSIDE CYLINDER LOCK WITH DUSTPROOF Fl OOR STRIKE AND EGRESS DOORS FOR EMERGENCY EXIT. 1. DYNAFIAIR, (813-248-8100), MODEL "ELEGANCE -PP" III EXEmCUT[ON - 1. INSTALLATION SHALL BE BY CLOSURE MANUFACTURER'S AUTHORIZED DISTRIBUTOR OR REPRESENTATIVE. 2. COORDINATE EXACT LOCATIONS AND $IZES OF ALL REQUIRED CUTOUTS, AND SPACE REQUIREMENTS AND DIMENSIONS FOR SUPPORT AND FINISH REQUIREMENTS WITH OTHER SECTIONS OF THESE SPECIFICATIONS AND AS SHOWN AND NOTED ON THE DRAWINGS: 1. MISCELLANEOUS METALS SECTION 05500 2. CARPENTRY SECTION 06100 3. ARCHITECTURAL WOODWORK SECTION 06400 4. GYPSUM WALLBOARD SECTION 09250 3. SET DOOR SUPPORT, ENCLOSURES AND ABUTTING ADJACENT WORK SQUARE;, PLUMB, LEVEL AND TRUE, ALL IN ACCORDANCE WITH THE: CLOSURE* MANUFACT'URER'S WRITTEN INSTRUCTIONS. CURTAIN SHALL OPERATE FREELY THROUGHOUT ITS INTENDED PATH OF TRAVEL WITH ABSOLUTE MINIMUM FREEPLAY. ENSURE PROPER MINIMUM JOINT AND ALIGNMENT BETWEEN CURTAIN GUIDES AND STOREFRONT- E:NCLOSURCS, 4, INS 1RUC: T OWNER'S PERSONNEL IN PROPER ADJUSTMENT AND MAINTENANCE OF CLOSURE, DURING THE FINAL ADJUSTMENT OF CLOSURE INSTALLATION. 5. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPErCIFICA•T"IONS. END OF SECTION 08300 5 FIN c'' A Lo OD F- N z z Q Q cri f.t.I03:r1,� ° p ww-view z U r� Q U L to U) Q_ t� Ov N m ry Ql rs� �z 03 W R�t� Wz s- w p N Lu c7 xC) u $, z u) m G�z �J U F- jj- r- w Q� � r- Z CD ♦i1.'4i + 0 U) ry 111 0 fy- CL Q J j� � E� 0 -C 0 [� d�CQ2 Q lx .__L�> 91 z Pv4UA H U •U Z P"°^� Ego 1 LLI 1-02 �C 0 z© z X }-- Q I I� Iz O F o u) ut m U) Q�. a� Lu v v 0 �.. w rr a PROJ NO: P703080242 SCALE: AS NOTED DATE: DESIGNEi 6V:.T_._ DRAWN BY: E. GUTHAVONG�m- CHECKED BY: SHEET TITLE: ��-_..�.-��._......- ARCHITECTURAL SPECIFICATIONS 00400 - 08 100 sI E -T �0. A-002 SL-IE-�T o� Iii u G Im IA 1 09260 GYPSUM WALLBOARD: I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF 'TETE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECTWORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3, COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. PROVIDE AND INSTALL: 1, GYPSUM WALLBOARD PARTITION TYPES, CEILINGS, FSACIA/SOFFITS, ARCHITECTURAL WOODWORK BACK-UP ASSEMBLIES, PARTITION RETROFITS; FURRING AND PATCHING; THROUGHOUT AS SHOWN AND SCHEDULED ON THE DRAWINGS: 1. GWBI 2 HR. FIRE RATED PATITION 2. GWB2 1 FIR, FIRE RATED PARTITION 3. GWB3 FURRED WAI.,L 3. PROVIDEMANUFACTURER'S LITERATURE.. IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS. 4, PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710 AND OF THESE S€'ECIFICATIONS. INCLUDE., RECOMMENDED CLEANING METHODS, CLEANING MATERIALS, AND' TAIN REMOVAL METHODS, 5. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. II MATERIALS - 1, ALL GYPSUM WALLBOARD MATERIALS INCLUDING BUT NOT LIMITED TO: STEEL STUD FRAMING COMPONENTS, REGULAR BOARD, FIRECODE C TYPE X FIRE RATED BOARD, SOUND INSULATION AND SEALANT, ADHESIVES, METAL TRIM, METAL TRIM ACCESSORIES, CORNER TRIM, TAPE, JOINTING COMPOUND AND MISCELLANEOUS INCIDEMT'AL MATERIALS REQUIRED FOR THE NEW WORK AND PATCHING OF EXISTING SHALL BE U,S, GYPSUM QUALITY OR ARCHITECT ACCEPTED EQUAL. 1. PROVIDE STANDARD PUNCHED STEEL STUDS AND TRACK OF THE SIZES AND SHAPES SHOWN ON THE DRAWINGS, EITHER ELECTROLYTIC ZINC COATING (ASTM DESIGNATION 591, CLASS B) OR PAINTED WITH 1.0 MIL DRY FILM THICKNESS) RUST - INHIBITIVE ZINC CHROMATE PRIMER PAINT, AT MANUFACTURERS OPTION. ALL INTERIOR METAL STUDS, AND THEIR ATTENDANT TRACK, OVER 12'-Q" IN HEIGHT SHALL BE 20 GAUGE. 2. USE ONLY ONE TYPE THROUGHOUT THE WORK UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR SPECIFICALLY ACCEPTED IN ADVANCE BY THE ARCHITECT, 3, PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, TRACKS, SCREWS, CLIPS, ANCHORS, FASTENING DEVICES, SOUND ATTENUATION PENCIL RODS AND RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER OF THE STE=EL STUDS. 4. PROVIDE A GOOD GRADE OF COMMERCIAL GROUT FOR LEVELING THE FLOOR RUNNER MEMBER OF STEEL STUD PARTITIONS AS REQUIRED 2, SUSPENSION SYSTEM MATERIALS: 1. BOLT 3 X 3 X'1/4 X 2 LONG SUPPORT ANGLES TO EXISTING STRUCTURAL CONCRETE OR SUPPLEMENTEXISTING INTERMEDIATE FRAMING MEMBERS AS REQUIRE TD FOR NEW SUSPENSION SYSTEM WITH UNISIRUI" CHANNELS SCREW FASTENEDTO EXISTING STRUCTURAL STEEL MEMBERS SPACED 4 FOOT 0 INCHES ON CENTER BETWEEN EXISTING STRUCTURAL MEMBERS. 2. SECURE TO SUPPORT ANGLES OR INTERMEDIATE FRAMING MEMBERS BY TIEING GUY WIRES OR INSERTING BENT END OF HANGER RODS THROUGH PRE -PUNCHED HOLES (4'-0" ON CENTERS IN INTERMEDIATE FRAMING MEMBERS) SIZED FOR NOT LESS THAN 3 TIMES THE HANGER DESIGN LOAD FOR THE STRUCTURAL CLASSIFICATION INDICATED; ASTM DESIGNATION G 636, TA13LE 1, INDIRECT HUNG. 3. CEILING ATTACHMENT TO BUILDING SYSTEM SHALL BE THROUGH HANGER RODS, GUY WIRES, UNISTRUT AND STEEL. CHANNELS AS SHOWN ON THE DRAWINGS: 1. HANGERS SHALL BE 114 INCH DIAMETER STEEL RODS, HANGER RODS SHALL 13E GALVANIZED CONFORMING TO APPLICABLE PROVISIONS OF ASTM DE=SIGNATION A 123. Z GUY WIRES SHALL BE 12 GAUGE WIRE, 3. UNISTRUT SHALL BE P-1001 WITH REAM CLAMPS AND ANGLE FITTINGS. 4. STEEL CHANNELS- EITHER COLD ROLLED AT 0.475 LB. PER FT. OR HOT -ROLLED FO'R SUPPORT OF CEILING RUNNERS WITH DEFLECTIONS LESS THAN V360 X SPANS; BUTIN NO CAST= LESS THAN 1-112 INCH SECTION WEIGHING 0.475 POUNDS PER LINEAR FOOT, AND IN NO CASE LESS THAN REQUIRED BY GOVERNING REGULATIONS OR FOR FIRE RESISTANCE, 5. WIRE CLIP.,: #9 SPRING STEEL. III EXECUTION - 1 . INSTALL ALL GYPSUM WALLBOARD WORK IN ACCORDANCE WITH THE GYPSUM WALLBOARD MANUFACTURER'S WRITTEN TECHNICAL INFORMATION, GYPSUM CONSTRUCTION HANDBOOK LATEST EDITION. 2. EXISTING DEMISING WALLS ARE TO BE RETROFITTED AS REQUIRED TO MAINTAIN REQUIRED FIRE RATING. NEW WORK SHALL ACCOMMODATE EXISTING RELOCATED AND NEW BUILT-IN ELECTRICAL (DEVICES: COORDINAI-E WITH ELECTRICAL DRAWINGS. 3, INSTALL. ALL GYPSUM WALLBOARD PLUMB LEVEL, SQUARE AND TRUE WITHOUT DISTORTION, ALIGNED AND FITTED PROPERLY, TAPED FLUSH AND SMOOTH, ACCEPTABLE FOR APPLIED FINISHES, INSTALL. METAL_. TRIM AND METAL TRIM ACCESSORIES AT ALL EXPOSED TO VIEW CORNERS, EXTERNAL AND INTTRNAL, AND ALL EXPOSED TO VIEW ENDS. 2 4. COORDINATE EXACT LOCATIONS AND SIZES OF: ALL REQUIRED CUTOUTS, AND SPACE REQUIREMENTS AND (DIMENSIONS FOR SUPPORT AND ENCLOSED ABUTTING MATERIAL REQUIREMENTS WITH .OTHER SECTIONS OF THESE SPECIFICATIONS AND AS SHOWN AND NOTED ON THE DRAWINGS: 1. MISCELLANEOUS METALS SECTION 05500 2. CARPENTRY SECTION 06100 3. ARCHITECTURAL WOODWORK SEC'T'ION QQ4QQ 4, MECHANICAL SEE MECHANICAL DRAWINGS 5. EL.,FCTRICAL SEE ELECTRICAL DRAWINGS 5. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. ENC] OF SEC"T"ION 09250 09300 TILE: I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE: SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHE-TFIFR OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFF( CTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECTWORK, 2. PROVIDE AND INSTALL: 1. PORCELAIN TILE FLOORING AS SHOWN AND SCHEDULED ON "THE DRAWINGS, 2, ANTI FRACTURE MEMBRANE AND EPDXY AS REQUIRED FOR ALL STONE FLOORING, 3. ALL SETTING MATERIALS AND INSTALLATION PRODUCTS INCLUDING BUT NOT LIMITED TO: GROUTS, MORTARS AND ADHESIVES FOR THINSET METHOD FOR ABOVE STONE TILE FLOORING. 4. TRANSITION STRIPS AS SHOWN ON THE DRAWINGS. 5. PORCELAIN TILE FLOORING SEALER. 3. PROVIDE COORDINATED LAYOUT INSTALLATION SHOP DRAWINGS OF ALL ITEMS AND SAMPLES OF GROUT TYPES IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS. 4, %JBMIT C.I,f_ANING DATA IN ACCORDANCE WITH SECTION 01710 OF THESE SPECIFICATIONS, INCLUDE RECOMMENDED CLEANING METHODS, CLEANING MATERIALS AND STAIN REMOVAL METHODS. 5, ALL WORK )HALL BE HIGHEST QUALITY IN ACCORDANCE WITH THE LATEST RECOMMENDATIONS, STANDARDS AND REQUIREMENTS OF THE TILE COUNCIL OF AMERICA CONSTRUCTION HANDBOOK AND ANSI STANDARDS, 11 MATERIALS - 1, PORCELAIN TILE: 1. ST2 GRANITE FIANDRE (REP: LUCIA FRANCO 800-296-9591) TEXTURED SURFACE, COLOR: NORI 12" X 24" X 518" FLOOR TILE 2. TILE GROUT: 1. G1 LATICRETE GRAY GROUT: #89 SMOKE GRAY REP: ROANNE MARQARDT (800) 952-9015 2. ALL GROUT FORTIFIED WITH LATI CRETE 1776 GROUT ADMIX PLUS. 3, TRANSITION STRIPS 1. TRANSITION STRIPS: 1. TS1 114" STRAIGHT TRANSITION STRIP- SCHIENE-AE 30 SATIN ANODIZED ALUMINUM 2. TS2 9/161 CURVED TRANSITION STRIP - RENO -T 9114 AE SATIN ANODIZED ALUMINUM MFR.: SCHL.U'TER SYSTEMS 800-472-468a 4, ANTI -FRACTURE MEMBRANE (AT ENTIRE SUBSTRATE BELOW TILE FLOORING): 1, ECB MEMBRANE, SELF -ADHERING ELASTOMERIC SHEET, 40 MILS THICK AS MADE BY N.A.C. PRODUCTS, AKRON, OH. OR ARCHITECT ACCEPTED EQUAL, 5. EPDXY: 1. PROVIDE EPDXY INJECTION TREATMENT FOR CRACKS COMPLETELY THROUGH THE SLAB AND THOSE FROM 0.0626 INCE-( UP TO 0.25 INCH IN WIDTH. 6, TILE FLOORING SF".ALER: 1. MIRACLE SEALANT 611 IMPREGNATOR FOR SEALER AND SLIP RESISTANCE. 2 3 7. ALL SETTING MATERIALS AND INSTALLATION PRODUCTS INCLUDING BUT NOT LIMITED TO: GROUTS, MORTARS AND ADHESIVES SHALL BE PER STONE MANUFACTURER'S I SUPPLIER'S WRITTEN RECOMMENDATIONS FOR THINSET METHOD FOR SURFACES APPLIED TO AND IN STRICT ACCORDANCE WITH THE TILE COUNCIL OF AMERICA INSTALLATION STANDARDS. 1. SEE SECTION 03500 FOR LEVELING COMPOUNDS. III EXECUTION - 1, INSTALL ALL STONE WORK TO PROPERLY PREPARED SUBSURFACE IN ACCORDANCE WITH THE -STONE TILE MANUFACTURER'S WRITTEN TECHNICAL INFORMATION, TILE COUNCIL OF AMERICA CONSTRUCTION HANDBOOK LATEST EDITION AND APPLICABLE ANSI STANDARDS FOR RECOMMENDED THINSET METHOD. 1. TILE SHALL BE ACCURATELY CUT TO SITE MEASURED FLOOR PERIMETER CONDITIONS. 2. PREPARE AND LEVEL FLOOR WITH UNDERLAYMENT, SEE SECTION 03500, AS REQUIRED FOR SMOOTH SOUND, LEVEL, PLUMB, FLUSH INSTALLATION. POLISH ALL CUT EXPOSED TO VIEW EDGES To MATCH TILE FACE. 3. INSTALL TRANSITION AND DECORATIVE STRIPS AS REQUIRED FOR A CONTINUOUS SMOOTH SOUND, LEVEL, AND FLUSH INSTALLATION WITH A MINIMUM NUMBER OF TIGHT HAIRLINE BUTT JOINTS AS SHOWN AND DETAILED. 2. INSTALL ALL TILE IN PATTERN INDICATED TO PROPERLY PREPARED SUBSURFACES WITH ALL JOINTS ALIKE AND IN ALIGNMENT, UNIFORM IN WIDTH NOTED, 118", WATERTIGHT, WITHOUT VOIDS, CRACKS, EXCESS MORTAR, ADHESIVE OR GROUT, OUT TILE AS REQUIRED TO MAINTAIN PATTERNS. SOUND FLOOR TILE AFTER SETTING, REPLACE HOLLOW SOUNDING UNITS. 3, COORDINATE EXACT LOCATIONS AND SIZES OF ALL REQUIRED CUTOUT WITH OTHER SECTIONS OF THESE SPECIFICATIONS AND AS SHOWN AND NOTED ON THE DRAWINGS. CORE BORE TILE FOR ELECTRICAL FLUSH FLOOR RECEPTACLES FOR 1/8" MAXIMUM JOINT: 1. ELECTRICAL SEE'E' DRAWINGS 4. DO NOT PERMIT TRAFFIC OVER FINISHED FLOOR SURFACE FOR 4 DAYS AFTER INSTALLATION. 5. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS, END OF SECTION 09300 09500 ACOUSTICAL TREATMENT: I WORK INCLUDED - 1. RELATED DOCUMENTS: 'I. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND [DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION, 2, EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION.. 3, COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADESTO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. . 2. PROVIDE AND INSTALL, 1. SUSPENDED ACOUSTICAL PANEL CEILING AND GRID SYSTEM AS SCHEDULED AND SHOWN ON THE DRAWINGS, 3. COORDINATE ALL CUTOUTS AND BUILT-IN REQUIREMENTS OF PERTINENT SECTIONS OF THESE SPECIFICATIONS OF TFIESE SPECIFICATIONS, INCLUDING MECHANICAL AND ELECTRICAL WORK: SEE MECHANICAL AND ELECTRICAL DRAWINGS. 4. COORDINATE ALL SUSPENDED ENCLOSURES, SIGNAGE;; AND ABUTTING WALL AND FASCIA CONDITIONS, NEW AND EXISTING, DESCRIBED IN PERTINENT SECTIONS OF THESE SPECIFICATIONS. 5. PROVIDE FINISH SAMPLES AND MANUFACTURER'S LITERATURE ON ALL ITEMS IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS. 6, SUBMIT CLEANING DATA IN ACCORDANCE WITH SECTION 01710 OF THESE SPECIFICATIONS. INCLUDE RECOMMENLDF.T) CLEANING METHODS, CLEANING MATERIALS AND STAIN REMOVAL. METHODS. 7, ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH CISCA WRITTEN INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. It MATERIALS - 1. INTERIOR SUSPENDED ACOUSTICAL CEILING PANELS AND GRID TO FIT CEILING AREAS AND CONDITIONS: 1. ACP1 ARMSTRONG ACOUSTICAL CEILING CLASS 1 ' SYSTEMS 24 X 24 X 314 LAY -IN ASTM E-1264 uULTIMA"'#1912, BEVELED TEGULAR FLAME SPREAD 25 ACOUSTICAL CEILING PANELS, SMOKE WHITE, WITH ARMSTRONG WHITE DEVELOPED 10 15/16" SUPRAFINE GRID SYSTEM, ARMSTRONG REP: DIANA HART (877) 276-7876 OPTION 8 EXT 8089 E-MAIL: DFHART(�ARMSTRONG.COM 3 IF THIS DRAWN(-, IS TES TN��T ��� � 43�" IT IS A KiDUC E0 SIZE iii 2. ALL CEILING JOISTS, SUPPORT ANGLES, HANGER RODS, STRUTS, GUY WIRE, CLIPS, BLACK IRON, FASTENERS, ATTACHMENTS, WALL MOLDING AND MISCELLANEOUS INCIDENTAL MATERIALS REQUIRED FORT HE INSTALLATION OF THE ABOVE ITF_MS APPROVED BY THE CEILING MANUFACTURER AND IN ACCORDANCE WIT11 THE STATE OF FLORIDA BUILDING CODE AS REFERENCED ON SHEET G-000. III EXECUTION - 1, INSTALL ALI- CEILING JOISTS, -BLACK IRON, HANGER RODS, STRUTS, GUY WIRE, CLIPS, BLACK IRON, FASTENERS, ATTACHMENTS, WALL MOLDING AND MISCELLANEOUS INCIDENTAL. MATERIALS IN ACCORDANCE WITH THE STANDARD BUILDING CODE REQUIREMENTS TO RECEIVE THE SUSPENDED ACOUSTICAL PANEL CEILING GRIDS. 2. INSTALL ALL CEILING PANELS AND GRIDS LEVEL AND TRUE TO SUSPENSION SYSTEM TO FIT CEIL€NG AREAS AS SHOWN AND IN ACCORDANCE WITH THE CEILING MANUFACTURER'S WRITTEN INSTRUCTIONS. COORDINATE WITH NEW DUCTWORK CONDITIONS, DIFFUSERS, RETURNS, LIGFITING FIXTURES, SPEAKERS AND SIGNAGE, INSTALL:. CEILING GRID TO THE SUSPENSION GRID WITH START POINTS AS SHOWN AT CEILING HEIGHTS INDICATED. ANY DEVIATIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY, CAREFULLY CUT, SUPPORT AND INSTALL ALL PERIMETER PANELS WITH WALL MOLDING, FINISH ALL EXPOSED TO VIEW CUT PANEL EDGES TO MATCH UNCUT PANEL FINISHED EDGE. 3. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 0.9500 09550 HARDWOOD FLOORING WORK INCLUDED - 1, RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMEN'I'S, APPLY TO TI -€IS SECTION, 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK I S SPECIFICALLY MENTIONED IN THIS SECTION, 3, COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED 13Y WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. PROVIDE AND INSTALL: 1, ALL HARDWOOD STRIP FLOORING AS SHOWN AND SCHEDULED ON THE DRAWINGS. 3. SUBMITTALS: 1. PROVIDE SAMPLES OF STRIP FLOORING, SHOP DRAWINGS ON TERMINATION DETAILS AND MANUFACTURER'S PRODUCT DATA LITERATURE IN ACCORDANCE WITH SECTION 01:300 OF THESE SPECIFICATIONS. 2, INSTALLER CERTIFICATION: SUBMIT A LIST OF AT LEAST THREE INSTALLATIONS SUCCESSFULLY COMPLETED WITHIN THE PAST YEAR REQUIRING THE SAME GENERAL DEGREE OF INSTALLATION EXPERTISE. 3. SUBMIT MAINTENANCE DATA IN ACCORDANCE WITH SECTION 01710 OF THESE SPECIFICATIONS, INCLUDE RECOMMENDED CLEANING METHODS, CLEANING MATERIALS, STAIN REMOVAL METHODS, AND POLISHES AND WAXES. 4. QUALITY ASSURANCE: 1. ALL WORK AND MATERIALS SHALL BE HIGHE5I' QUALITY IN ACCORDANCE WITH THE LATEST RECOMMENDATIONS, STANDARDS AND REQUIREMENTS OF THE STRIP FLOORING MANUFACTURER'S WRITTEN TECHNICAL INFORMATION, TILE COUNCIL OF AM ERICA CONSTRUCTION HANDBOOK, AND CODE ASSEMBLY REQUIREMENTS AND ASTM AND NOFMA STANDARDS, 2. MANUFACTURER: TQM -DRIVEN COMPANY SPECIALIZING IN THE PRODUCTION OF RESIN BASED MATERIALS AND ACRYLIC IMPREGNATED AND VINYL BONDED HARDWOOD FLOORING WITH A MINIMUM FIVE YEARS DOCUMENTED EXPERIENCE, 3. INSTALLER: SPECIALIZING IN PERFORMING THE WORK OFTHIS SECTION WITH A MINIMUM FIVE YEARS DOCUMENTED EXPERIENCE AND APPROVED BY THE MANUFACTURER. II MATERIALS - 1. WOOD FLOORING: 1. WF1 GAMMAPAR (800-283-5667), -[-HE GAMMABAMAB00 COLLECTION ENGINEERED ACRYLIC: IMPREGNATED HARDWOOD FLOORING W1UV-CURES] FINISH. COLOR: HORIZONTAL ESCONDIDO; SIZE, 2 213"W X NOMINAL. 318" .THICK X RANDOM LENGTHS (12-47"). USE NYDREE GROUP UP -28 MOISTURE CURED ADHESIVE BY GAMMAPAR, 2. EXTRA MATERIALS: 1. PROVIDE 3 SQ. YD. OF EXTRA FLOORING MATERIAL. III EXECUTION - 1. EXAMINATION: 1. VERIFY'T•HAT CEMENTIT€OUS UNDERLAYMENT, SEE SECTION 03500, IS PROPERLY INSTAIJ,.ED AND IS COMPATIBLE WITH WOOD FLOORING ADHESIVE TO BE AND IS CLEAN AND FREE OF ALL LAITANCE, LOOSE MATERIA( -S, GREASE, Olt., AND OTHER CONTAMINANTS THAT WILL INTERFERE WITH THE BONDING OF THE ADHESIVE IN ACCORDANCE WITH THE FLOORING MANUFACTURER'S WRITTEN TECHNICAL INFORMATION AND APPLICABLE ASTM STANDARDS, 4 5 2, VERIFY THAT UNDERLAYMENT IS AT HEIGHT AND LEVEL TO MAKE A DIRECT BONDED WOOD FLOORING FLUSH, EVEN AND CONTINUOUS WITH ABUTTING TILE FLOORING AND METAL EDGE S'T'RIP A$ DETAILED. 2. INSTALLATION: 1. INSTALL. WOOD FLOORING WORK IN ACCORDANCE WITH THE FLOORING MANUFACTURER'S WRITTEN TECL-INICAL, INFORMATION FOR DLRECT-BOND INSTALLATION AND APPLICABLE ASTM S"T"ANDARDS. 2. LAY FLOORING AS INDICATED ON THE DRAWINGS. ARRANGE FLOORING WITH ENT] MATCHED GRAIN SET FLUSH AND TIGHT. TOOTH IN ALL FLOORING DIRECTIONAL CHANGES. VITRIFY ALIGNMENT AS WORK PROGRESSES. 2. COORDINATE INSTALLAT€ON WI"T'H THE WORK OF ALL OTHER SECTIONS OF THESE SPECIFICATIONS. 4. CLEAN AND PROTECTFINISHED FLOOR SURFACES IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. PERFORM ALL WORK IN ACCORDANOE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIF'ICA'11ONS, DO NOT PERMIT TRAFFIC OVER FINISHED FLOOR SURFACE FOR 4 DAYS AFTER INSTALLATION. END OF SECTION 09550 5 a c B A v ``mss Y'�-•. v OQ p Na x co �} ow w co La a �, �- (l) F 7F z Wig z0 L 00 -. w z`. O1.t.. • • .:: c\1 Cz U H U) I� LLI 0 U) z CL i 0 CLQ � 0l3 f ,p co a cl ca Z `` i U- w U- co < Z W 00Lu � l uj Z C0 04 U t Q 01 © 0 T: I < L(j (/) 0,. ti v ``mss Y'�-•. v OQ p Na x co �} ow w co La a �, �- (l) F 7F z Wig z0 L 00 z`. O1.t.. • • .:: c\1 Cz U H U) I� LLI 0 CL < U) 0 < cl Z Q w N `` i U- w U- ,gyp ! )� N < Z W 00Lu � l ry LL. 1 0Z Z C0 J CA Q 0 Z o z I < 0 z 0 1- Q. z 0 0) ULu Q u 0 co Q w � N z t- 0 r d�zki PROJ NO: P7030802-42 SCALE: AS NOTED GATE: � ......_..-........m-_.�.._...-. DESIGNED BY: DRAWN BY:.__ -_.E. OUTHAVONG CHECKED BY: SHEET TITLE: ARCHITECTURAL SPECIFICATIONS 08300 - 09500 SHEET NO. A-003 SHEET OF ❑E C 0 09900 _PAINTING: I WORK INCLUDED - 1. RELATED DOCUMENTS: 1, DRAWINGS AND GENERAL. PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE Si'ECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF "PHIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. PROVIDE AND INSTALL..: 1. PROPERLY PREPARE, PRIME AND FINISH PAINT ALL GYPSUM WALLBOARD WALL, CEILING AND SOFFIT/FASCIA SURFACES AS SCHEDULED AND SHOWN ON THE DRAWINGS. 2. PROPERLY PREPARE AND FINISH PAINT ALL MISCELLANEOUS INCIDENTAL MATERIALS AS NOTED ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO; DIFFUSERS, REGISTERS, PIPING, CONDUIT, BOXES, LIGHTING FIXTURES, PANELBOARDS, ETC. EXPOSED TO VIEW. 3, PROPERLY PREPARE AND FINISH PAINT EXISTING DAMAGED, MARRED OR WORN SURFACES TO REMAIN AND PATCH TO MATCH WORK A$ REQUIRED FOR THE INSTALLATION OF NEW WORK, INCLUDING MECHANICAL AND ELECTRICAL. 3. PROVIDE FINISH SAMPLES OF EACH TYPE COLOR AND ON-SITE SAMPLE AREAS FOR REVIEW ACCEPTANCE BY THE ARCHITECT AS NOTED IN THIS SPECIFICATION IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS. 1. (4) 12 X '12 OR (4) 8 X 10 FINISFI SAMPLES. 4. PROVIDE. CLEANING DATA IN ACCORDANCE WITH SECTION 017'10 AND OF THESE SPECIFICATIONS. INCLUDE RECOMMENDED CLEANING METHODS, CLEANING MATERIALS, AND STAIN REMOVAL METHODS. 5. ALL. WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH MANUFACTURER'S WRITTEN SPECIFICATIONS AND APPLICABLE. CODE REQUIREMENTS. 6. WORK NOT INCLUDED: I. UNLESS OTHERWISE INDICATED, PAINTING 1S NOT REQUIRED ON SURFACES IN CONCEAL -ED AREAS AND INACCESSIBLE AREAS SUCH AS FURRED SPACES, FOUNDATIONS SPACES, UTILITY TUNNELS, PIPE SPACES, AND DUG -I' SHAFTS. 2, METAL.. SURFACES OF ANODIZED ALUMINUM, STAINLESS STEEL, CHROMIUM PLATE, COPPER, BAKED ENAMEL, BRONZE, AND SIMILAR FINISHED MATERIALS WILL NOT REQUIRE PAINTING UNDER THIS SECTION EXCEPT AS MAY BE SO SPECIFIED. 3. DO NOT TAINT MOVING PARTS OF OPERATING UNITS, MECHANICAL OR ELECTRICAL PARTS SUCH AS VALVE OPERATORS, LINKAGE.:, SENSING DEVICES, AND MOTOR SHAFTS, UNLESS OTHERWISE INDICIAI"ED. 4. DO NOT PAINT OVER REQUIRED LABELS OR EQUIPMENT IDENTIFICATION, PERFORMANCE RATING, NAME, OR NOMENCLATURE PLATES. DO NOT PAINT FINISH HARDWARE UNLESS PRIME COATED. 5. PAINTING SPECIFIED IN OTHER SECTIONS OF THESE SPECIFICATIONS: 1. SECTION 06400 ARCHITECTURAL WOODWORK 2. SECTION 10400 IDENTIFYING DEVICES #I MATERIALS 1, PAINT TYPES: 1. P5 PAINT COLOR AND FINISH TO MATCH EXISTING LIKE FINISHED SURFACE 2. PRIMERS FOR THE ABOVE PAINT TYPES AS MANUFACTURED BY THE PAINT TYPE; MANUFACTURER FOR SUBSTRATE TO BE PAINTED. 3. 1-#F=AE TH SPEC; LOW ODOR, LOW VOLATILE* ORGANIC COMPOUNDS (VOC) COMPLIANT MATERIALS ARE:: ONLY 'T -Q BE USED. DO NOT THIN ALKYD BASED MATERIALS OTHERWISE VOC RATING WILL BE COMPROMISED. VOC PAINTS REQUIRE: LONGER DRYING "TIME. 4. UPON COMPLETION OF THE WORK OF THIS SECTION, DELIVER TO THE OWNER AND EXTRA STOCK EQUALING 10% EACH COLOR, TYPE AND CLASS OF PAINT USED IN THE WORK, TIGHTLY SEALING EACH CONTAINER, AND CLEARLY LABELING EACH CAN WITH CONTENTS AND LOCATION WHERE USED, III EXECUTION - 1. EXAMINE* SURFACE S TO BE, PAINTED AND REPORT ANY CONDITIONS THAT WOULD ADVERSELY AFFECT "THE APPEARANCE OR PERFORMANCE OF THE PAINTING SYSTEMS. 2. PROPERLY PREPARE, CLEAN AND PRIME ALL EXISTING AND NEW SURFACE SUBSTRATES TO RECEIVE PAINTING SYSTEMS IN ACCORDANCE WITH THE MATERIAL MANUFACTURER'S WRITTEN SPECIFIGATIONS, PATCH, REPAIR AND FILL FLUSH ALL DAMAGE, DEFECTS, AND OTHER MARRINGS TO EXISTING AND NEW SURFACES 1-0 BE PAINTED. 3. REMOVE ELECTRICAL PLATES, HARDWARE, EIGHT FIXTURE 1 -RIM, SIGNS, ESCUTCHEONS AND FITTINGS PRIOR TO PREPARING SURFACES OR FINISHING. SIGNS ARE TO BE REPLACED IN LOCATIONS AS DIRECTED BY OWNER AFTER PAINT FINISH ACCEPTANCE. MASK OFF ALL MECHANICAL AND ELECTRICAL OPERATING DEVICES AND IDENTIFICATION MARKINGS, FIRE PROTECTION SPECIALTIES, DOORS, FRAMES AND HARDWARE AND OTHER MISCELLANEOUS INCIDENTAL ITEMS AS REQUIRED AND ALL ABUT ING SURFACES SCHEDULED OR NOTED TO RECEIVE A DIFFERENT PAINT TYPE OR FINISH. 4, APPLY PAINT COATS BY SPRAY, ROLLER AND BRUSH APPLICATION ONLY TO SOUND, SMOOTH, DRY AND PROPERLY PREPARED SURFACES IN A DUST FREE ENVIRONMENT IN ACCORDANCE WITH THE PAINT MANUFACTURER'S WRITTEN INSTRUCTIONS. FILL ALL DAMAGED, MARRED, SCRAPED AND DENTED SURFACES WITH APPROPRIATE FILLER MATERIAL, METAL OR WOOD, AND SAND/POLISH SMOOTH AND SMOOTH WITH ABUTTING SURFACES, ALL WORK SHALL RECEIVE ONE PRIME COAT AND TWO FINISH COATS, ALL COMPLETED WORK SHALL BE UNIFORM IN APPEARANCE AND COVERAGE, FREE OF HOLIDAYS, SPOTTING, LAPS, TOGS, MARKS, RUNS, SAGS, OR OTHER SURFACE IMPERFECTIONS. I 1. EXCEPT AS SPECIFICALLY OTHERWISE ACCEPTED BY THE ARCHITECT, CONFINE SPRAY APPLICATION TO METAL FRAMEWORK AND SIMILAR SURFACE WHERE HAND BRUSH WORK WOULD BE INFERIOR. S. MISCELUINEOUS SURFACES AND PROCEDURES: 1. PAINT ALL DAMAGED EXISTING PAINT SURFACES COLOR AND FINISH TO MATCH EXISTING LIKE FINISHED SURFACE (P5). 2. HARDWARE: PAINT PRIME COATED HARDWARE TO MATCH ADJACENT SURFACES. 3. ALUMINUM SURFACES SCHEDULED FOR PAINT FINISH: REMOVE SURFACE CONTAMINATION BY STEAM OR HIGH PRESSURE WATER. REMOVE OXIDATION WITH ACID ETCH AND SOLVENT WASHING. APPLY ETCHING PRIMER IMMEDIATELY FOLLOWING CLEANING. 4. SEAL WITH SHELLAC AND SEAL ALL MARKS WHICH MAY BLEED THROUGH SURFACE FINISHES. 6, PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 09900 10400 IDENTIFYING DEVICES: f WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2, EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFLICTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2, PROVIDE AND INSTALL: 1. ALL SIGNS AND MURAL. ASSEMBLIES AS SCHEDULED AND SHOWN ON THE DRAWINGS: 1. IDI "INDULGENSES" STOREFRONT FASCIA ILLUMINATED SIGN. 2. ID2 "INDULGENSES" INTERIOR CEILING MOUNTED SIGN. 3. IMI PHOTO IMAGE MURAL 4. IM2 PHOTO IMAGE MURAL 5. ACCEPTABLE SIGN MANUFACTURER: 1. ANICOM SIGNS, INC. 134 JOSEPH ZATZMAN DRIVE DARTMOUTH, NS B313 IM4 CANADA CONTACT: JOHN GIGUERE TEL: 1(902) 468-8001 X303 FAX: 1(902) 468-8002 GIGUEREJ c(fANICOM.COM OR ARCHITECT" ACCEPTED EQUAL, 2. ALL MISCELLANEOUS SIGNS AND GRAPHICS AS NOTED AND SHOWN, OR REQUIRED, BY AIRPORT AUTHORITY (MAA) AND CODE REQUIREMENTS, INCLUDING MECHANICAL AND ELECTRICAL WORK: SEE MECHANICAL AND ELECTRICAL DRAWINGS. 3, ALL MOUNTING DEVICES AND FASTENERS REQUIRED FOR THE INSTALLATION OF THE ABOVE SIGNS AND ASSEMBLIES. 3. PROVIDE COORDINATED SHOP DRAWINGS AND MANUFACTURER'S LITERATURE ON ALL ITEMS IN ACCORDANCE WITH SECTION 01320 OF THESE SPECIFICATIONS. 4. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710 AND OF THESE SPECIFICATIONS, INCLUDE RECOMMENDED CLEANINGMETHODS, CLEANING MATERIALS, STAIN REMOVAL METHODS. 5, ALL WORK SHALL BE 1-110HEST IN QUALITY IN COMPLIANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. 11 MATERIALS 1, ALL SIGN -TYPE AND MURAL ASSEMBLY MATERIALS AND FINISHES SHALL BE AS DESIGNED, DETAILED AND SPECIFIED IN SIGN PACKAGE= PREPARED BY: TRANSYSTEMS CORPORATION 50 WASHINGTON STREE.ET SOUTH NORWALK, CT 06854 TEL. (203) 866-9221 FAX (203) 838-2436 2. IDI "INDULGENCES" STOREFRONT FASCIA ILLUMINATED SIGN. 'I. CUSTOM SIGN TO DESIGN, SHAPE, DIMENSIONS AND DETAILS SHOWN 111 EXECUTION - 1. COORDINATE EXACT LOCATIONS AND SIZES OF ALL REQUIRED CUTOUTS AND SPACE REQUIREMENTS AND DIMENSIONS WITH OTHER SECTIONS OF THESE SPECIFICATIONS AND AS NOTED ON THE DRAWINGS: 1. SE=CTION 06400 ARCHITECTURAL WOODWORK 2. SE=CTION 09250 GYPSUM WALLBOARD 3, SECTION 09900 PAINTING 4. 'E` DRAWINGS ELECTRICAL 3 2, INSTALL. ALL WORK TRUE PLUMB, RIGID AND PERMANENT IN ACCORDANCE WITH ACCEPTED SHOP DRAWINGS AND MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. ALL MATERIALS SHALL BE APPLIED (ADHERED) TO PROPERLY PREPARED AND CLEANED SURFACES BY EXPERIENCED AND QUALIFIED INSTALLER IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. THE FINISHED WORK SHALL BE NEAT IN APPEARANCE, WRINKLE AND GAP FREE AND FREE FROM DEFECTS FOR FULL AND COMPLETE COVERAGE. 1, SURFACES TO RECEIVE PHOTO IMAGE MURALS (IM1 AND IM2), COORDINATE WITH SECTIONS 09250 OF THESE SPECIFICATIONS, SHALL HAVE A FINISHING LEVEL OF NOT LESS THAN 6. 4. CLEAN ALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. PROPERLY PROTECT ALL FINISH SURFACES UNTIL INSTALLATION COMPLETION AND JUST PRIOR TO ARCHITECT'S FINAL ACCEPTANCE. 6. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 10400 10550 FIRE PROTECTION SPECIALTIES: I WORK INCLUDED - 1. RELATED DOCUMENTS: 1, DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL ANLL SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE- THE STEADY PROGRESS OF ALL PROJECT WORK. 2, PROVIDE AND INS'T'ALL: 1. FIRE= EXTINGUISHER(S) AND HOLDER(S) IN LOCATION($) AS SHOWN AND NOTED ON THE DRAWINGS. 2. ALL MOUNTING DEVICES AND FASTENERS REQUIRED FOR THE INSTALLATION OF THE~ ABOVE ITEMS. 3. ALL SIGNAGE AS REQUIRED FOR THE ABOVE ITEMS AS REQUIRED BY THE GOVERNING AUTHORI'T'Y. 3. PROVIDE MANUFACTURER'S PRODUCT DATA LITERATURE ON ALL ITEMS IN ACCORDANCE WITH SECTION 01320 OF THESE SPECIFICATIONS. 4. PROVIDE CLEANING AND MAINTENANCE DATA IN ACCORDANCE.. WITH SECTIONS 0-1710 AND 01730 OF THESE SPECIFICATIONS. INCLUDE., RECOMMENDED CLE=ANING METHODS, CLEANING MATERIALS, AND STAIN REMOVAL METHODS. 5. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. I1 MATERIALS - 1. FPI WALL MOUNTED FIRE EXTINGUISHER AND HOLDER: 1. LARSEN'S MANUFACTURING CO. TEN (10) POUND MULTI- PURPOSE= DRY CHEMICAL, MP10, FIRE EXTINGUISHER WITH 1007 STANDARD BRACKET FOR WALL MOUNTING OR ARCHITECT ACCEPTED EQUAL. 2. ALL FASTENING MATERIALS•AND MISCELLANEOUS INCIDENTAL MATERIALS FOR THE INSTALLATION OF THE ABOVE SHALL BE PER FIRE PROTECTION MANUFACTURER'S WRITTEN RECOMMENDATIONS. 3. FIRE EXTINGUISHER SIGNS FOR THE ABOVE. ALL. SIGNS SHALL BE PER GOVERNING AUTHORITY REQUIREMENTS IN QUANTITY, TYPE, SIZE, COLOR AND LOCATIONS. III EXECUTION 1. INSTALL ALL FIRE PROTECTION WORK IN ACCORDANCE WITH THE FIRE PROTECTION MANUFACTURER'S WRITTEN "TECHNICAL INFORMATION AND GOVERNING AUTHORITIES INSTRUCTIONS. 2, SET HOLDER SQUARE, PLUMB, LEVEL AND "TRUE, ALL IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. HOLDE=R SHALL BE ANCHORED SECURELY TO ABUTTING CONSTRUCTION. FIRE EXTINGUISHER SIGNS WELL BE LOCATED AND MOUNTED AS DIRECTED, 3. COORDINATE INSTALLATION OF REQUIRED WOOD GROUNDS AND BLOCKING FOR A PERMANENT RIGID INSTALLATION WITH SECTION 06400 AND ALL OTHER SECTIONS OF THESE= SPECIFICATIONS. 4. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 10550 IF THIS PRAWINC I9 3 X �4" IT I$ A RL PUCED SIZE PRAWINQ 4 11130 AUDIOVISUAL EQUIPMENT: I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS, AND GENERAL PROVISIONS OF THE CONTRACT, INCI-UDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION I GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICAI-IONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION, 3, COORDINATE WORK WITH THAT OF ALL O'TFIER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. PROVIDE AND INSTALL: 1. ALL ELECTRICAL REQUIREMENTS AS REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF ALL AUDIONISUAL EQUIPMENT ITEMS: SEE ELECTRICAL DRAWINGS. 2. ALL MISCELLANEOUS INCIDENTAL ITEMS, INCLUDING BUT NOT LIMITED TO SUPPORT STEEL SUSPENSION ASSEMBLIES, SEE SECTION 05500 OF THESE SPECIFICATIONS, FASTENERS, ANCHORAGE DEVICES AND WALL GROUNDS, AS REQUIRED FOR THE INSTALLATION OF THE AUDIONISUAL ITEMS AS SHOWN ON THE DRAWINGS AND AS REQUIRED FOR FULL COMPLETION OF THE WORK.. 4, ALL WORK SHALL BE HIGHEST IN QUALITY -IN COMPLIANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODES. It MATERIALS - 1. AV1 DVR FOR SECURITY SYSTEM: PROVIDE AND INSTALL, COORDINATE TYPE, SOURCE AND LOCATIONS WITH TENANTIOWNER. 2. ALL FASTENERS, THREADED AND DRIVEN, SHALL BE THE BEST OF THEIR RESPECTIVE TYPE, GRADE AND CLASS AND SHALL. BE USED INSUFFICIENT NUMBERS AND CORRECT SIZES FOR THEIR PARTICULAR APPLICATIONS. ALL FASTENERS ARE TO BE CONCEALED IN THE FINISHED WORK. 3. ALL MISCELLANEOUS INCIDENTAL INSTALLATION ITEMS AS REQUIRED FOR FULL COMPLETION OF THE WORK, III EXECUTION - 'I. VERIFY ALL EQUIPMENT TYPES WITH OWNER PRIOR TO PROCEEDING WITH INSTALLATION PREPARATIONS. COORDINATE EXACT LOCATIONS, SIZES AND SPACE REQUIREMENT DIMENSIONS FOR ALL ITEMS WITH WORK OF OTHER SECTIONS OF THESE SPECIFICATIONS, INCLUDING ELECTRICAL REQUIREMENTS, AND OTHER OWNER SUPPLIED EQUIPMENT. 2. INSTALL ALL ITEMS SQUARE, PLUMB, LEVEL AND TRUE, AND ANCHORED SECURELY WITH GROUNDS, ALL IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS, 3. ADJUST AND CHECK EACH OPERATING ITEM TO ENSURE PROPER OPERATION OF FUNCTION, NOTIFY OWNER ON ANY UNIT WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INI•ENDET) FOR THE APPLICATION. 4. MAKE FINAL CHECK AND ADJUSTMENTOF ALL ITEMS, GLEAN OPERATING ITEMS AS NECESSARY TO RESTORE PROPER FUNCTION AND FINISH OF HARDWARE AND CLEAN ALL FINISH SURFACES IN ACCORDANCE WITH MANUFACTURER'S WRITTEN DIRECTIONS. 6, INSTRUCT OWNER'S PERSONNEL IN PROPER ADJUSTMENT AND MAINTENANCE OF ALL ITEMS, DURING THE FINAL ADJUSTMENT OF HARDWARE. 6. PERFORM ALL. WORK IN ACCORDANCE:. WITH SECTIONS 01045,0-1400, 01600 AND 01710 OF THESE SPECIFICATIONS, END OF SECTION 11130 12670 MAT: I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF THE. CONTRACT, INCLUDING GENERAL, AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THIS SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALE..Y MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. PROVIDE AND INSTALL: 1. ANTI -FA'T'IGUE MAI AT CASHWRAP AS SHOWN ON THE DRAWINGS. 3. ALL SEINING MATERIALS AND ADHESIVES REQUIRED FOR THE INSTALLATION OF THE ABOVE. 4. PROVIDE=. MAT JOINT LOCACION PLAN, FINISH SAMPLES AND MANUFACTURER'S LITERATURE ON ALL ITEMS IN ACCORDANCE: WITH SECTION 01300 OF THESE SPECIFICATIONS. 5. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710 AND OF THESE SPECIFICATIONS. INCLUDE RECOMMENDED CLEANING METHODS, CLEANING MATERIALS, AND STAIN REMOVAL.. METHODS. 6. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE RE=QUIREMENTS. 5 II MATERIALS - 1. MAT 1, M1 MAT'S INC. REMOVABLE ROLL --UP CUSHION EZE, DARK GRAY, 1/2" THICK CUSHION EZE, DURABLE MARBLEIZED VINYL ADHERED TO FOAM BACKING, CUT TO CUSTOM SIZES, MINIMUM JOINTS PER LOCATION, TO FIT AREAS SHOWN AND SCHEDULED, CONTACT: GREGG LEAK SUREWOOD INTERIOR MILLWORK 972-843-2800, 2. ALL SETTING AND FLOOR LEVELING MATERIALS AND D ANCHORAGE DEVICES USER FOR MAT SHALL, BE COMPATIBLE TO THE SURFACES INSTALLED TO, EXISTING AND NEW, AS RECOMMENDED BY THE PKAT MANUFACTURER. 13120: INTERIOR FOUNTAINS I WORK INCLUDED - 1. RELATED DOCUMENTS: 1, DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. INSTALL ONLY: OWNER SUPPLIED CONTRACTOR INSTALLED, OSCI 1. WATERWALL UNIT: COORDINATE WITH ARCHITECTURAL WOODWORK AND 06400 ARCHITECTURAL WOODWORK SPECIFICA'T'IONS. 2. POWER REQUIREMENTS:11OV, SEE ELECTRICAL DRAWINGS 3. PLUMBING REQUIREMENTS: AUTOFILL FLOAT VALVE AND DRAIN, SEE PLUMBING DRAWINGS 3. ALL WORK $FIALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE" REQUIREMENTS. It MATERIALS 1. SF1 BLUWORLD WATERWALL. WW85, 96"H X 60"W X 14"D, WATERWALL AND WATERWALL WATER SURFACES TO BE BRUSHED STAINLESS STEEL WITH AUTO FILL AND DRAIN OPTION. CONTACT: JOSH SIDDENS (407) 426-7674, EXT.7071 2. SM1 SHATTERED MOSAIC, BY AKDO 401_1 40,5-SHATC2 CARRIBBEAN GREEN BLEND, 12" X 12" SQUARES 2. ALL MISCELLANEOUS INCIDENTAL INSTALLATION ITEMS AS REQUIRED FOR FULL COMPLETION OF THE WORK. III EXECUTION - 1 . COORDINATE EXACT LOCAIIONS, SIZE AND SPACE REQUIREMENT DIMENSIONS WITH OTHER SECTIONS OF THESE SPECIFICATIONS AND AS NOTED ON THE DRAWINGS: 1. ARCHITECTURAL WOODWORK SECTION 06400 2, ELECTRICAL S E 6 'E' DRAWINGS 3. PLUMBING SEE'P' DRAWINGS 2, APPLY SM;i. SHATTERED MOSAIC 70 COVER FRONT SURFACE OF WATERWALL. WATER SURFACES. ADHERE WITH WATERPROOF MASTIC AS PER BL.UWORLD INSTRUCTIONS. 3. INSTALL WATERWALL LEVEL, TRUE AND PLUMB IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 4. CLEAN AND PROTECT WATERWALL IN ACCORDANCE WITH SECTIONS 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 13120 5 C M In. OQ LTJ 0 CL LIJ Z dam ui z E W N • 0 a � Z0 w� z N w o O ICY 21 4 Z Lil Lu F- z � Wo LU : t~ a. fA Z • s uj wO)o ..: U tX F co C)ZzzoI@ ra W a z Q o O aR M In. F -- OQ LTJ 0 CL LIJ Z dam ui z E W N • 0 a � Z0 w� z N w o O ICY 21 4 Z z O c) z � Wo t~ a. fA Z • s uj ..: U tX F -- CK LTJ 0 I1'" LIJ Z dam Q �<-/.�s #/� z E W N I" I!_ z N a � Z0 z 0 O z O t~ a. Q tX aR u� 0 a ca.'� tzf N II N ` Tri z L PROD NO: P703060242 SCALE: AS NOTED DATE: DESIGNED BY: _...._� DRAWN BY: E, OUTHAVONG CHECKED BY: SHEET TITLE: ARCHITECTURAL SPECIFICATIONS 09654 - 10550 SHEET NO. A-004 SHE:F;'T OF I7 I 7 A 11 2 NOTE; NOTE; : 3 TEMPORARY WORK & RE=MOVALS PLAN SCALE: 1/4"=l'—O" 2 3 RAYVING,1S [.E -'SS `KHAN ?2" X -34„ IT I,5 A 4 1 5 4 TEMPORARY WORK SCHEDULE (TEMPORARY WORK SHOWN IN BOLD SOLID LINES) TEMPORARY WORK: SPEC. SECT. 06100 PROVIDE: INSTALL AND REMOVE: 1 TEMPORARY PARTITION & DOOR OPENING, INCLUDING ALL ASSOCIATED ELECTRICAL WORK. PARTITIONS MUST E=XTEND FULL HEIGHT TO EXISTING STRUCTURE OR CEILING TO SEAL OFF CONSTRUCTION AREA, 2 PROTECTION AS REQUIRED FOR EXISTING FLOUR, WALL AND CEILING FINISHES. ALL FINISHES ARE: TO BE RETURNED TO THEIR ORIGINAL CONDITION WHEN TE=MPORARY WORK IS REMOVED. REMOVALS SCHEDULE (REMOVALS $MOWN IN SOLD DASHED LINES) REMOVALS & RELOCATIONS: SPEC. SECI.02060 REMOVE: 1 2 3 5 7 EXISTING PARTITIONS, DOORS & FRAMES INCLUDING ALL ASSOCIATED MECHANICAL & ELECTRICAL WORK. ALL EXISTING FLOOR, BASE & WALL FINISHES THROUGHOUT INCLUDING ALL ASSOCIATED ADHESIVES & MASTICS. At -t- EXISTING STORE FIXTURES, FURNISHINGS, & EQUIPMENT INCLUDING ALL ASSOCIATED ELE=CTRICAL WORK IN THEIR ENTIRETY. EXISTING STOREFRONT FINISHES & SIGNS, IN THE=IR ENTIRETY INCLUDING ALL, ATTACHEMENTS, FASTENERS, & ASSOCIATED ELECTRICAL WORK. EXISTING ACOUSTICAL PANEL CEILINGS & GYPSUM BOARD SOFFIT IN THEIR ENTIRETY INCLUDING; ALL. ASSOCIATED MECHANICAL'& ELECTRICAL WORK. EXIS!'ING L OHT FIXTURES IN THEIR ENTIRETY, INCLUDING ALL ASSOCIATED ELECTRICAL WORK. EXISTING OVERH17--AD ROLL -DOWN CLOSURE ASSEMBLY IN. ITS ENTIRETY INCLUDING ALL ASSOCIATED ELECTRICAL WORK. NOTES; 1. SEE SPECIFICATION SEC=TION 02060, REMOVALS, FOR GENERAL REMOVALS AND REMOVAL REQUIREMENTS, 2, SEE ME*CI IANICAI_ AND ELECTRICAL DRAWINGS FOR ALL MECHANECAL AND ELE=CTRICAL TEMPORARY WORK AND REMOVALS AND REMOVAL, REQUIREMENTS. 3. REMOVE AND REPLACE, PATCH TO MATCH, ALL FINISHES REQUIRED FOR MECHANICAL AND ELECTRICAL REEMOVAL$, INCLUDING REMOVALS OUTSIDE CONTRACT LIMIT LINE, 4. FASTING TO REMAIN SHOWN IN EIGHT SOLID LINES. 6. REMOVE ALL En3 TINQ DAMAGE=D AND MARRED FLOOR AND WALL SURFACES AS REQUIRED FOR TEMPORARY WORK AND INSTALLATION OF THE NEW WORK INCLUDING REMOVAL FOR BWLT-IN GROUNDS AND SUPPORT BLOCKING, 6. SPACE; IS TO BE BROOM CLEANED CLEAR SPACE, READY FOR NEW WORK INSTALLATION. 5 101 CO3 -91 I .. . U.i : •., LlJ L11 I- � cwt Y� z W q < u� a Q T f- i- or- U Q' a � Q Q 7 U) 0. U- Lb J } Q. cs� L} �a C? `r 0w z LLLJ a w n z U) M LLLL 04 .......«: N L1 0 VIP• U w Q. I D- CL Q Z Q < aZ' J z z 1/--(41� t(ti�1� N Y N CIA uj LL ry (z Q z Q U) U) Q o Iy Q Lu )T z' Q a. rr Lu Uq rx� 00 Q w N VJ T Y' 'O'n VA \! M 1.1.. (� PR4_J NO: P703080242 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: A SHEET TITLE: ARCHITECTURAL, TEMPORARY & REMOVALS PLAN SHEET NO. A--100 SHEEN- OF G B wit t z i t � FP1 r I a� F--� 1 J3",EC.ECTRICAL PANEL I L,1 _ 1 18 A•_ 501 '� - . � , _� -� f AFF l 4 4 I ....... ----- .� i 1 A---501 NEW WORD PLAN SCALE. 1/4"=V-0" A-201 f f f I I 1 CEILING PLAN SCALE: 1/4"=l'--0" 1 2 c3� 3 j 4 3)FINISH FLOOR FLAN SCALE. 1/4"=V-0" 3 IF THIS DRAWING jr5 1.,E,95 THAN 22" X M" IT I ; A RF,j�ItCf p �f�E 13j� il�j.� 4 Ntw wUt'%M ZjUHtuuLt (NEW WORK SHOWN IN BOLD SOLID LINES) PROVIDE AND INSTALL: UNLESS NOTED (OSCI) ARCHITECTURAL WOODWORK,. A!<11 SIDE FOLDING CLOSURE ENCLOSURE AW2 SIDE FOLDING CLOSURE ENCLOSURE ARCHIE•ECTUTAL FIXTURES: C�7 'I80 OPEN DISPLAY UNIT 181 DISPLAY UNIT 132 DISPLAY UNIT 183 WATER FEATURE ENCLOSURE 201 CASH WRAP 380 3 TIER DISPLAY 390 DISPLAY TABLES S# 1 N!A TE ;R FEATURE ECiU€I'MEPI I SPECIAL DOORS: CD 01 SIDE FOLDING GRILL CLOSURE GYPSUM WALLBOARD: 0 1 RETROFIT EXISTING PARTITION 2 2 SIDED SPACE PARTITION 3 TEMPORARY PARTITION IDENTIFYING DZ VICES: [7-i IDI "INDULGENCES' STOREFRONT SIGN ID2 "INDULGENCES" INTERIOR SIGN IM1 HORIZONTAL GRAPHIC IMAGE IM2 VERTICAL GRAPHIC IMAGE FIRE PROTECTION SPECIALTIES: D FP1 FIRE EXTINGUISHER & HOLDER AUDIOVISUAL: ri AV1 DVR SYSTEM FOR SECURITY CAMERAS MECHANICAL SPRINKLER HEAD AIR DIFFUSER ZAIR RETURN THERMOSTAT ELECTRICAL RECESSED DOWN LIG FIT Alb� CORE DRILL DUPLEX CONVENIENCE OUTLET DOUBLE DUPLEX CONVENIENCE. OUTLET ELECTRICAL PANEL UGIT-- SWFTCFI PENDANT LIGHT TELEPHONE RECEPTACLE WALL MOUNTED EXIT LIGHT SECURITY CAMERA sP�m_sl^cT:. G6400 A-501 A -a01 AI -501 Ai -502 A[-502- Al-503 I-502Ai-503 A#-504 A€-505 AI -506 CSCI 08300 A-501 09250 A-502. A-502 A-502 10,100 A-503 A-503 A-5133 A-503 10550 A-101 A-101 SEEw 'FP' DW'GS. SEE.- E' DW'GS. NOTE: 1. SEE: tEL(-,VAFION SHEET FOR WOODWORK fIT-W AND FIXTURE LOCATIONS AND EXTENTS. • 2. CONTRACTOR'T0 PROVIDE A THOROUG H PROFESSIONAL CLEANING (INCLUDING ALL WOODWORK ITEMS AND FIXTURES) PRIOR TO TURN OVER TO TENANT PER SPECIFICATION SECTION 01710. 3. CONTRACTOR a€•TALE. BE RESPONSIBLE_ TO COORDINATE WITH WOODWORKER'S DELIVERY AND INSTALLATION. 4. ALL MECHANICAL AND ELECTRICAL. ITEMS ARE NOTED AND SHOWN FOR LOCATIONS ONLY. fiEE? MECHANICAL ANIS ELFC:TRICAL DRAWINGSFOR FULL SCOPE OF WORK, SPECIFICATIONS AND INSTALLATION REQUIREMENTS. 5. ALL DUPLEX CONVENIENCE OUTLETS VISIBLE TO PUBLIC TO HAVE STAINLESS STEEL PLATES TO MATCH ADJACENT SURFACE. FINISH SCHEDULE PROVIDE: AND INSTALLIAPPLY NEW FINISHES: SPEC: SECT; PL•I BLACK MATTE PLASTIC LAMINATE 08400 PL2 WHITE MATTE; PLASTIC LAMINATE WD1 2 WD2 SWISS PEAR HARDWOOD WD3 FIGURED ANIGRE VENEER WD4 FIGURED ANIGRE HARDWOOD M T2 20 GA. SATIN STAINLESS STEEL CLADDING MT3 16 GA. SATIN STINLESS STEEL. CLADDING MT4 EXISTING WALL SP1 LEXAN TO MATCH EXISTING P2 WHITE FLAT PAINT P3 YELLOW METALLIC PAINT P4 SILVER METALLIC PAINT" SP'I 118" CLEAR LEXAN 551 MEDIUM BEIGE SPARKLE CORIAN GT•I GLASS MOSAIC TILE 09300 STI '€2" X 2.4" DARK CRAY PORCELAIN TILE G1 WHITE GROUT G2 DARK GRAY GROUT TS1 116" SATIN ANODIZED ALUMINUM STRAIGHT o� rn TRANSITION STRIP ACP1 24" X 2.4" SUSPENDED ACOUSTECAL CEILING PANEL 09600 LAI------JLT�___� JL�_ __Ji*_ TS2 �_._._J� _. �� �i P`; PAINT COLOR AND FINISH TO MATCH EXISTING 09900 � LIKE FINISHED SURFACE M'€ BEIGE. MARBLE LIZED VINYL MAT 12670 I I. SPACES NOT WITHIN CON"FRAC'I' LIMIT LINE; ARE NOT TO RECEIVE NEW FINISHES f NOTED IN NOTE 2. 1 HORIZONTAL INCLUDING � rr ABUTTING/ADJACENT LIKE WORK AS REQUIRED FOR REMOVALS AND THE I OF NEIN WORK. IN KICK f I 7 ( f Q � I D f z O Uj LL Z 00 I I _jU) ! HORIZONTAL z f f 7 h� IN KICK W —I L CF3 -- I 45 f CR, 1 �I mmE A-201 COY DRfL TEL f I A-201 1 C I 1 1. G B wit t z i t � FP1 r I a� F--� 1 J3",EC.ECTRICAL PANEL I L,1 _ 1 18 A•_ 501 '� - . � , _� -� f AFF l 4 4 I ....... ----- .� i 1 A---501 NEW WORD PLAN SCALE. 1/4"=V-0" A-201 f f f I I 1 CEILING PLAN SCALE: 1/4"=l'--0" 1 2 c3� 3 j 4 3)FINISH FLOOR FLAN SCALE. 1/4"=V-0" 3 IF THIS DRAWING jr5 1.,E,95 THAN 22" X M" IT I ; A RF,j�ItCf p �f�E 13j� il�j.� 4 Ntw wUt'%M ZjUHtuuLt (NEW WORK SHOWN IN BOLD SOLID LINES) PROVIDE AND INSTALL: UNLESS NOTED (OSCI) ARCHITECTURAL WOODWORK,. A!<11 SIDE FOLDING CLOSURE ENCLOSURE AW2 SIDE FOLDING CLOSURE ENCLOSURE ARCHIE•ECTUTAL FIXTURES: C�7 'I80 OPEN DISPLAY UNIT 181 DISPLAY UNIT 132 DISPLAY UNIT 183 WATER FEATURE ENCLOSURE 201 CASH WRAP 380 3 TIER DISPLAY 390 DISPLAY TABLES S# 1 N!A TE ;R FEATURE ECiU€I'MEPI I SPECIAL DOORS: CD 01 SIDE FOLDING GRILL CLOSURE GYPSUM WALLBOARD: 0 1 RETROFIT EXISTING PARTITION 2 2 SIDED SPACE PARTITION 3 TEMPORARY PARTITION IDENTIFYING DZ VICES: [7-i IDI "INDULGENCES' STOREFRONT SIGN ID2 "INDULGENCES" INTERIOR SIGN IM1 HORIZONTAL GRAPHIC IMAGE IM2 VERTICAL GRAPHIC IMAGE FIRE PROTECTION SPECIALTIES: D FP1 FIRE EXTINGUISHER & HOLDER AUDIOVISUAL: ri AV1 DVR SYSTEM FOR SECURITY CAMERAS MECHANICAL SPRINKLER HEAD AIR DIFFUSER ZAIR RETURN THERMOSTAT ELECTRICAL RECESSED DOWN LIG FIT Alb� CORE DRILL DUPLEX CONVENIENCE OUTLET DOUBLE DUPLEX CONVENIENCE. OUTLET ELECTRICAL PANEL UGIT-- SWFTCFI PENDANT LIGHT TELEPHONE RECEPTACLE WALL MOUNTED EXIT LIGHT SECURITY CAMERA sP�m_sl^cT:. G6400 A-501 A -a01 AI -501 Ai -502 A[-502- Al-503 I-502Ai-503 A#-504 A€-505 AI -506 CSCI 08300 A-501 09250 A-502. A-502 A-502 10,100 A-503 A-503 A-5133 A-503 10550 A-101 A-101 SEEw 'FP' DW'GS. SEE.- E' DW'GS. NOTE: 1. SEE: tEL(-,VAFION SHEET FOR WOODWORK fIT-W AND FIXTURE LOCATIONS AND EXTENTS. • 2. CONTRACTOR'T0 PROVIDE A THOROUG H PROFESSIONAL CLEANING (INCLUDING ALL WOODWORK ITEMS AND FIXTURES) PRIOR TO TURN OVER TO TENANT PER SPECIFICATION SECTION 01710. 3. CONTRACTOR a€•TALE. BE RESPONSIBLE_ TO COORDINATE WITH WOODWORKER'S DELIVERY AND INSTALLATION. 4. ALL MECHANICAL AND ELECTRICAL. ITEMS ARE NOTED AND SHOWN FOR LOCATIONS ONLY. fiEE? MECHANICAL ANIS ELFC:TRICAL DRAWINGSFOR FULL SCOPE OF WORK, SPECIFICATIONS AND INSTALLATION REQUIREMENTS. 5. ALL DUPLEX CONVENIENCE OUTLETS VISIBLE TO PUBLIC TO HAVE STAINLESS STEEL PLATES TO MATCH ADJACENT SURFACE. FINISH SCHEDULE PROVIDE: AND INSTALLIAPPLY NEW FINISHES: SPEC: SECT; PL•I BLACK MATTE PLASTIC LAMINATE 08400 PL2 WHITE MATTE; PLASTIC LAMINATE WD1 SWISS PEAR VENEI- R WD2 SWISS PEAR HARDWOOD WD3 FIGURED ANIGRE VENEER WD4 FIGURED ANIGRE HARDWOOD M T2 20 GA. SATIN STAINLESS STEEL CLADDING MT3 16 GA. SATIN STINLESS STEEL. CLADDING MT4 SATIN ALUMINUM CORNER TRIM SP1 LEXAN TO MATCH EXISTING P2 WHITE FLAT PAINT P3 YELLOW METALLIC PAINT P4 SILVER METALLIC PAINT" SP'I 118" CLEAR LEXAN 551 MEDIUM BEIGE SPARKLE CORIAN GT•I GLASS MOSAIC TILE 09300 STI '€2" X 2.4" DARK CRAY PORCELAIN TILE G1 WHITE GROUT G2 DARK GRAY GROUT TS1 116" SATIN ANODIZED ALUMINUM STRAIGHT o� rn TRANSITION STRIP ACP1 24" X 2.4" SUSPENDED ACOUSTECAL CEILING PANEL 09600 tNF'I NATURAL BAMBOO PLANK FLOOR 09550 TS2 BARK SILVE=R METALLIC RUBBER TRANSITION STRIP P`; PAINT COLOR AND FINISH TO MATCH EXISTING 09900 0 >_ � cv LIKE FINISHED SURFACE M'€ BEIGE. MARBLE LIZED VINYL MAT 12670 NOTES: I. SPACES NOT WITHIN CON"FRAC'I' LIMIT LINE; ARE NOT TO RECEIVE NEW FINISHES EXCEPT AS NOTED IN NOTE 2. 2. ALL SURFACES, NOT SCHEDULED, NOTED OR SHOWN 1.0 RECEIVE NEW FINISHES, INCLUDING SPACES OUTSIDE CONTRACT LIMIT LINE FOR REQUIRED MECHANICAL AND ELECTRICAL_ WORK SHALL BE FINISHED TO PATCH TO MATCH EXISTING ABUTTING/ADJACENT LIKE WORK AS REQUIRED FOR REMOVALS AND THE INSTALLATION OF NEIN WORK. 5 D G B A � I d ,...:.:.:� ISI W I... ul � N W o Z. 0 Q a7 U z co U 0 0 O( 0 N. 1�a � o� rn QjZtwit c7 w o L. r `L Evii M ca J 0 >_ � cv � r N � CV /l.. 1'k�tl.a N z Q, Wo Q � U� Qp z O Uj LL Z 00 0Z Q U _jU) d O z 7 LL' Q W —I O U IT C. z CD � � ua il€ as �o CD <a m c� cov Fw.. N � U3 z .-�- p L PROJ NO: P703080242 SCALE: AS NOTED _ DATE: DESIGNED BY: DRAWN BY: E. OUTHA.VOi46 -- CHECKED BY: SHEET TITLE:�� ARCHITECTURAL NEW WORK, FINISH FLOOR & CEILING PLAN SHEET NO. A-101 SHEET OF C B ■w 1 r ACCESS PANEL, I WD1 FINISH SIZE TO ELECTRICAL [ PANEL +2" �t - ---------------------•----- ------------------•--••_ W LINE OF MOMOULDING,IMI, ON F.R, WD1 FINISH PLYWOOD BACKING 331 10'-•-0" BOTTOM OFq�- 7, 13EAM �l j-rA WD2 - 24" 20 GA. 6 O.C, MTL STUD WALL Q { `0) IM1�� MT2 WD1 — MT2 - 0'��-0'> � Ir LR. REF. PANEL DETAIL SCALE: 1 "=1'--0� 5 4 LINE. OF SOFFIT WD1- 1 3 1 LINE OF SIDE FOLDING GRILLE � r ^8 ^—+�_ WD1 1 LINE OF MT2/WD2 ___ ___ __ ___ MOULDING ,` __.� ---------------------- _..------------------- WD1 ------..__----- WD1 LINE OF MOULDING, IM 1, ON F.R. WD1 FINISH PLYWOOD LACKING AW I & AW2 DETAIL SCALE: 1"=V-0" ---0" 10' -0„ BOTTOM OF BEAM i 1 W--0„ BOTTOM'OFIV SOFFIT A O$-ol, A} FLR. REF. Y GRILLE ENCLOSURE DETAIL SCALE. 1 1'-0" 2 20 GA. MTL ) ATTACHED TO )CTURE ABOVE, 9 0-001 CLO. HT 1 IF THIS DRAWING IS („ D' -0,> CLC, I�-1T_ 0,> 4 , t �_ L..... ...... ..... _ ...,-_,w....,.i .........,.., WD1 DOOR PANEL ALL SIDES e LINE OF GATE 10" AND TRACK - ABOVE SIDE FOLDING POCKET DOOR PROVIDE FLAT PLATE BRACE MEMBER 0 4'-0" O.C. Y4" "THREADED RODS 04'-0" O.C, CIP ENTRY; 2'--0" O.C. MAX, IN POCKET 2x8 FIRE RATE CONTINUOUS" WOOD SUPPORT W, GWI3, P?- SIDE ?SIDE FOLDING GRILLE TRACK k t k SIDE FOLDING GRILLE PANEL _ - - I , GRILLE DETAIL 6 SCALE: 3" = 1'-0" 3 9�2" X 94" IT 1.5 A REQUGHTJ SIZE QR0111`10 aSCURLED SOFFIT DETAIL CALE.: 1 1/2"=V-0" HAGER HEAVY DUTY ROTON HINGE X780-224HO J"± ASI "I I ASU 2 4 9'-0„ CIG. I -1'T, 81 -9,> SOFFIT HT. 5 5 I C I 11 w w E Z z Q c�a o0�Q U Z Z o N ;�-. 73o tzC)0�z �4 a 0 �a a� ,j lu— N �_ 40 z cn J Q Z � cv. U) e � • N w r' rl ��� z r.f.f.t- Q t:+ ftt. N z R o � d � LJJ © Q Q Cj < < lx Q a Q� ..may Iia :Q L� Vi i -1 z j�� i� ° WHO 0•z Q Q (f) � < <Q z0 z 1�- 1-Y € 1 O I 0 cUi> f { j ca w c� C�) w r - Loo 0 i W �€ I PROD NO: P703080242 SCALE: AS NOTED DESIGNED BY: DRAWN BY: E. COUTHAVONG CHECKED BY: SHEET TITLE: ARCHITECTURAL CONSTRUCTION DETAILS SHEET NO. A-501 SHEET OF C I IMIIIIIIIIIII BOTTOM OF MTL. DECK EXIST'G RUNNER ATTACH TO STRUCT. ABOVE. LINE OF CEILING. FIRESTQP ALL PENETRATIONS, AS REQUIRED BY MAA --FD F.R. GYP. BOARD, 1 EA, SIDE TO STRUCTURE ABOVE EXIST'G STUD FULL HEIGHT 16" O.C. ATTACH TO FLOOR & CEILING RUNNER. CONTRACTOR TO INSPECT ALL EXISTING DEMISING WALLS AND REPAIR, REPLACE INCOMPATIBLE MATERIALS, AND/ OR IN -FILL, AS REQ'D TO MAINTAIN 1 HR. RATING. REGARDLESS OF CONTRUCTION TYPE V) z 2 OTTOM OF MTL. DECK RUNNER ATTACH TO JCT. ABOVE. 20 GA. STUDS 0 )" O.C. ATTACH TO ICTURE ABOVE &, HEIGHT STUDS, OF CEILING, AYER EACH SIDE" '. BOARD STUD FULL HEIGHT O,C. ATTACH TO 3R & CEILING NER. 3 EXIST'G RUNNER •---3g" RUNNER AI'TACHED 20LBS. ` ATTACHED TO FLOOR TO FLOOR STRUCT. BAGS TO STRUCTU STRUCT. SEALED I BAGS. PI TOP OF FINISH FLOOR. f --•------TOP OF FINISH FLOOR, EVERY 6' RETRO FIT EXISTING DEMISING PARTIT'ON SCALE: 1 „=1'-O" 1 HR, REQUIRED PARTITION TYPE AscSIDED SPACE PARTITION LE: 1"=V-0" a PARTITION TYPE SECT, A—A ;IA GAT CLIP .4 BS&A CAI•.#* 16-59—SM 1-1/2" C.R. 16GA. ST'L SUSPENSION CHANNEL .475# @ 4'--0 O.C. MAX. TYPICAL SUSPENDED ACOUSTICAL PANEL CEILING SCALE, 1 1/2";=V-0" '-0" WIRE CLIP #' SPRING STL., TYP, —LAY ---IN ACOUS. PANEL CL'G CL'G HT. SEE FLAN ---------------------------- non\/lncl 1llcnt ICCt,I TEMPORARY PARTITION SCALE: 1"=l' -O" 3 PARTITION TYPE EXIST'G AIRPORT TERRAZZO TO REMAIN (T1) i• gem m ATTICS STRIP TRIM TEMPORARY SIGNAGE: IROVIDE AIRPORT APPROVED >IGNAGE BOARD. MOUNT PER AIRPORT REQUIREMENTS, ATTACH WALL UNITS TO WALL TOP AND BOTTOM WITH MIN. (2) 20 GAGE= STEEL SCREWS 0 4' O.C. TYP, TEMPORARY PARTITION TO BE -ON51-RUCTED OF J" THK. 3YPSUM BOARD, ON ;ONCOURSE SIDE ONLY, ON ZJ" METAL STUDS AT 16" O,C, -INISI.1 PER AIRPORT REQUIREMENTS, 2" X, 4" HORIZONTAL BRACING. 4" HIGH VINYL BASE TO MATCH AIRPORT STANDARDS CAULK FULL & CONT. ALL AROUND PERIMETER WITH ACOUSTICAL SEALANT, PROVIDE PROTECTION FOR EXISTING FLOORING - -µ 1 /4"THK. CONTINUOUS STRAIGHT TRANSITION STRIP (TS1) SCHLUTER-SCHIENE AE100 ALIGN STONE ON THINSEi, TYP. ST I 711 .; CONCRETE SLAB AIRPORT TERRAZZO TO STONE TILE (STI) - TS1 SCALE: 6"=l'—O` 2 1 3 IF TH(S DF4:AW1N IF 1,;F95 THA1`I 2.2" X'3 " IT IS A Ri DI tC D 9IZE DRAWIN'; n ■1 5 CONTINUOUS CURVED TRANSITION STRIP (TS2) JOHNSONITE, #178 ------------- STONE ON THINSET, TYP. ALIGN ST 1 IYt14i.t •.-fYV{\r\ 800.64,.2049 CORNER BEAD DIE 5116, ITEM 600080 CLEAR ANDD. ALUM 90' OUTSIDE CORNER MTS•; DETAIL, TYP. CORNER DEAD 900 SCALE. FULL SELF ---LEVELING UNDERIAYMENT ARDEX K-15 OR MAPEI PRP110, SANDED SMOOTH BEFORE INSTALLING FLOOR UNDERLAYMENT FELT PERPENDICULAR TO FINISHED FLOOR DIRECTION WF1 'TONGUE & GROOVE JOINT BETWEEN PLANKS ON ADHESIVE: P-68TM 10 CONCRETE SLAB STONE TILE TO WOOD FLOOR (ST1/WF1) - TS2 SCALE. 6"=V-0" 5 I L n `PATCH EXIST'G )� EXISTING STEEL STRUCTURE FIRE PROOFING AS REQ. (TYP.) _ UNISTRUT CHANNELS # P1001 Q 4 O.C. --------:m--------_- T_ UNISTRUT BEAM CLAMP # 1 4"^ THREADED LLI P1379S ROD ,MAXy� MAX - @4'-0" O.C. II Y SECT, A—A ;IA GAT CLIP .4 BS&A CAI•.#* 16-59—SM 1-1/2" C.R. 16GA. ST'L SUSPENSION CHANNEL .475# @ 4'--0 O.C. MAX. TYPICAL SUSPENDED ACOUSTICAL PANEL CEILING SCALE, 1 1/2";=V-0" '-0" WIRE CLIP #' SPRING STL., TYP, —LAY ---IN ACOUS. PANEL CL'G CL'G HT. SEE FLAN ---------------------------- non\/lncl 1llcnt ICCt,I TEMPORARY PARTITION SCALE: 1"=l' -O" 3 PARTITION TYPE EXIST'G AIRPORT TERRAZZO TO REMAIN (T1) i• gem m ATTICS STRIP TRIM TEMPORARY SIGNAGE: IROVIDE AIRPORT APPROVED >IGNAGE BOARD. MOUNT PER AIRPORT REQUIREMENTS, ATTACH WALL UNITS TO WALL TOP AND BOTTOM WITH MIN. (2) 20 GAGE= STEEL SCREWS 0 4' O.C. TYP, TEMPORARY PARTITION TO BE -ON51-RUCTED OF J" THK. 3YPSUM BOARD, ON ;ONCOURSE SIDE ONLY, ON ZJ" METAL STUDS AT 16" O,C, -INISI.1 PER AIRPORT REQUIREMENTS, 2" X, 4" HORIZONTAL BRACING. 4" HIGH VINYL BASE TO MATCH AIRPORT STANDARDS CAULK FULL & CONT. ALL AROUND PERIMETER WITH ACOUSTICAL SEALANT, PROVIDE PROTECTION FOR EXISTING FLOORING - -µ 1 /4"THK. CONTINUOUS STRAIGHT TRANSITION STRIP (TS1) SCHLUTER-SCHIENE AE100 ALIGN STONE ON THINSEi, TYP. ST I 711 .; CONCRETE SLAB AIRPORT TERRAZZO TO STONE TILE (STI) - TS1 SCALE: 6"=l'—O` 2 1 3 IF TH(S DF4:AW1N IF 1,;F95 THA1`I 2.2" X'3 " IT IS A Ri DI tC D 9IZE DRAWIN'; n ■1 5 CONTINUOUS CURVED TRANSITION STRIP (TS2) JOHNSONITE, #178 ------------- STONE ON THINSET, TYP. ALIGN ST 1 IYt14i.t •.-fYV{\r\ 800.64,.2049 CORNER BEAD DIE 5116, ITEM 600080 CLEAR ANDD. ALUM 90' OUTSIDE CORNER MTS•; DETAIL, TYP. CORNER DEAD 900 SCALE. FULL SELF ---LEVELING UNDERIAYMENT ARDEX K-15 OR MAPEI PRP110, SANDED SMOOTH BEFORE INSTALLING FLOOR UNDERLAYMENT FELT PERPENDICULAR TO FINISHED FLOOR DIRECTION WF1 'TONGUE & GROOVE JOINT BETWEEN PLANKS ON ADHESIVE: P-68TM 10 CONCRETE SLAB STONE TILE TO WOOD FLOOR (ST1/WF1) - TS2 SCALE. 6"=V-0" 5 I L n LLI C) z Y z z 4 c3 Lu 0 U O a ai u :z U 0 ' cr_ 4 C-) x ui0a LL t CL CF) o c Q�? r-. `fl Uz cv oz A Q v Lu loo u *> "L w J z M �- 0 w cn +°+. .'.•. •. ry w ry .: Q . I -- r) fl C�T1,0. � CC Q CL -� 0< I QQ� QwQ zI. 1� rn, o wfa Og U, ZQ _o �z w� 0 z' C7 ate. ow v� U) Ly 0 � f 1 f) Ca Q F— co Q� �, F v� Y PROD NO: P703080242 SCALE:� AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY SHEET TITLE: ARCHITECTURAL CONSTRUCTION [DETAILS SHEET NO. Aµ502 SHEET OF D I r C 11 I —wEL DIGITAL. ARTWORK AVAILABLE THRU TRANSYSTEMS FOR SIGN GRAPHICS, FOR SPECIFICATIONS REFER TO SECTION 10400, ID1 --' INDULGENCES TO BE FLUSH MOUNTED MILLED SOLID ACRYLIC LETTERS FILLED WITH WHITE LEDs. SEE SEPARATE SIGNAGE PACKAGE FOR ADDITIONAL. REQUIREMENTS. - IDI. INDULGENCES STOREFRONT LOGO SCALE. 1"=V-0" Ll. LED SIGN DETAILS SCALE: NOT TO SCALE 3'-6)t IMI: MURAL SCALE.: ca 210 2 1V-64" 1 MILLED SOLID ACRYLIC LETTERS FILLED WITH WHITE LEDs, APPLIED WITH VINYL ON FACE. 2 RETURNS PAINTED LIGHT BEIGE METALLIC 3 SECURED TO BACK WALL 4 ELECTRICAL WIRE IN 3834 GTO SLEEVING 5 POWER SUPPLY(S) PENDING THE NUMBER OF LETTERS, APPROX. SIZE 4" WIDE, 14" HIGH AND 8" LONG, MUST BE ACCESSABLE 8 LOCAL DISCONNECT MT2 FRAME 3 EQ. 3'-4 j":t ID2: INDULGENCES INTERIOR. LOGO DETAIL SCALE: PAINTED FULL SWIRL DETAIL SCALE: 1"=V-01' '-0" Qtmm•I�r+ PAINTED SWIRL DETAIL SCALE: 1 "=V-0" -0" 22'-4j" 4 EQ, 1. J"THK. MILLED SOLID ACRYLIC LETTERS, PAINTED DARK BEIGE METALLIC. 2, J"THK. MILLED SOLID ACRYLIC SWIRLS, PAINTED LIGHT BEIGE METALLIC. 17,_,qr, ! t I E ice^ —LINE OF FIXTURE URL 5 al CI :I , r -Yf 7' ^T s . >: . , .. , ..,.. .. . ,. .. .. .... ..,. ..c ' -3 iY ,3,y -.. FL rr. .••,, pr rilr:'� !.:ri.: , t .. rm,� .. .r... .. ,. .-. / ... .. .r .. r ... . ... .. .. ..... .., ..., ... ..V . N J•..> :a_... rti+r .�,:'..?. .y�.!•:.:Y. .. .. �.. � I . . • . c .. : .S. n w ... .\ , J .-. :. . .. ...,r, ... J. •. ,r`.n v t •..} �. (r ... .v. r , . r ., ... : ,..... Y , + .. .. .... ... ra.. . , . • .. r :.<. 9' Wit:- cKt..�'�. .S•. ' i-:t,r .^>'b`ar•:, !,x r. ., >e a^a :. ..,. .•n r , ... ., .,.. .+..... S ,,I,.. .... . r.,., tea: .�• 7. •J ]T 4.., Yv'�,,...�_,... .-�'z r" sir` ,-�.���r-r-'r .•Yj!ySii!.+'....�. r , ... (rj� .Y+ .. N r fr.},., � R,.-+^n�`. , ) S.""'v :...r, V ::•.l.'.•."'' ••'} y 7'1 I \ .?3>s� .lam a.y ,-,r"K^iJ,•._,p..-.r .),.- ;)�, •. s �g r, rr ... : .., ,. < .�. , '.ai'..• ...)., .. :..:......... .. .. .^'n?'' ,'.I')' .! •fns r .,• `''rt• .i it •'.:Y ...... ._... , .... _.. _. > s .. _:... ... :. , 'mss ..>.; $ �.»• : v. r<':. t ,r , S s rr •��• � n`S ... .. .. .., . .. .. .. k_ ,� . .. -.�' _ . .. .�, . . r. .:. .. ...+'f Y.. , n:r �tJ, -.r -:.ry .�J ., ,;a ,r H`• °::, •• yJ ,5 , .. ;r. 11r� .,� .a' i. -�f =ri F i. ri•'.•r.r •'rsa'J"' ."$!. •ar'!` 1�1 u .7 ®R - % r r • w •.,.:• r1,39 .....r ..+ ..., ] :. .. .�...•, _,,:. .. ,v ., _ .•''. -., :::>:: ., ;rY.r .: Yr' `` 1 •�v• '! F�i•,x 4r iY�?� is/,:;' T. •s r v�,:•. t,! •: w , ' rr•1,7,:': r :: '�7 s '.r.' >�- r .. , • . , ,, , .. .. _.•. ^... .,. .. .... ^. 't: ,. .... ,:. ;,f . ,: J^r. 1 }; r. /YJr': ..3-` <.: � ^.aJ. ]1:. i..: .. h• ! •r'. ;t .�r .w . , ... r ..: • r .- ,r .. .., ,... , ..INA � S f .r oy: ^ 1.... t.X . ,:,. -,.;:: F .,,, •�r. ,`!,:,, t (. ., �. ;.. -... .. "_ r. r .. ... ,(, :r•'� "i= ')',t ', '.LrJ, •• F b :•7 C4 ._ .. - . a. •'•:."•rl%: .. .. .0 J v_ytra, .. _. ....... r,_.. Y , ... ,r.. ._ _ ...,. :,� .. ... _^•r.- .... _ <... ! .. � • ',>`" mow. -.a"�R ..?� .t.:•• r r ��C' �'i:,:� �.. �L,� ,g . < .....� ....,....,.,, •5 , ...' .a ...,.., ,,,.-. .. w �,. 1�-. #s �.. ., ... .v .. _ r... _. ,. i*!., .[ ,f• -�•5 r. ,:a. •.?}: .z "iP .b" -St:- av _.. ter. ._1"s . .. -+v >. .. r .. .. : .. x "`� rl ''F .. .,. r, J, F. .. .� ra /• f. �' � - s 9t •J. -+ .+I.. Hr ..... - .. ,-a _..�. ... ,. ,5" ,.. ...., .,.. .,. •s-- _/ :!• '`NF• r r. f , J, �r...,.. :. ,..�:.:.... .. .... .... /. r ..... , .,.. -:... * .,,• , atm ., .... >< n;+,��: •.,,_; ..: ... ' . ,e' .. :• n . _ .: r '^T :.] , •v J ,.�'S; i; ,+ F�' � .1. ::1,,: `;r•'. �^. ... n.. .. _. -. 'a.,_ .. .... .. ./. r, i ..i . 1..,:.. _t,,.. s�+'s�' ..`Y... ..;,..^ .H 'w (•�:r:',i";.�✓•., r+l`''�'� d .Tai ....yr. •��;, ;.�C'{}:; _.: ;...r•'• :w.r. J, ; ...• .. :.. ,. :s .rr,: H ... ':rte.. e,,`. . r ., x .. � . .. .. .... ... _ ., . ... , , . •::�.. � 1, . r .•. •r. ry ..v .. r,. .... .. . . ., .,,'�`. _ ... _,. .,slit .& .. r ,.c _ � .n v. - ., IM2: MURAL SCALE: 1"_-l'—o" FA r u I� t [ C < rl..7 \ �.I ra )!r ,• r'?4"IT 1c:!,JN �PFD1,K"FU t9l F. D4�f4 ltcJ(A, i s.: t. 4 61 86 ,: u1 c U � (j) r < Q' (} Ul fir) � !c 3z N cr? � t p c� � � N D U : 0 >zO0Tc w u Q Z U3 Q cV � ♦ N � N ur Q •.�. w0 Cl¢.. < Z Z O Q J ` w � N P-4 its Lij LL I"— Zv c� w�a Q Z Q d < o o z C Q I-- � 0 z 0 Ll. z U Q i ra Q co I I N Lf1 < N Q Cf] c -- O tY PROD NO: P703080242 sGALE: AS NOTED BATE: DESIGNED3 DRAWN W BY: E. OUTH l N AoG _ CHECKED K D B Y: SH ET , .. .l _ � I r� LI : A RCI- ITECTU R.AL SIGNAGE DETAILS SHEET NO. A-503 SHEET _ OF CL F -.- IR IT ED G .5 A 181 48" DISPLAY UNIT 182 24 DISPLAY UNIT ZWD1 WD3 WDI 3 SECTION 1._-1/271^11—a11 --1/2"=l'—O" 4'— 1 �" 4 3 " 4 ELEVATION _(l 81-1 It —I) Lu 0 V D. 2t—Ol? F C) Typ. A z rA z E �D n/ ' Z Z Z (f) 0 IWO' < 0 0 z < W � J-1 u� N Q)Z LLJ C) 04 L:7 CD C) w C) Q +) 21-0j) --Jx z TC-) < TYP. --' z 4 ELEVATION _(l 81-1 It —I) L -r--% 1 -4 %a �j 1-1/2-:=V-0" 5 ELEVATION (18?1 I - 1/2"-V-0" 2 3 IF THIS DPvAWINr,, IS LF�SS THAN 22" X 34" IT K3 A REDUCED i 7$-0)) . . �L-4 4 183 FILLER PANEL 1�1 r8 WD1 MTS (:D FLAN SECTION 1- - 6 .1;=1 0-01) 31' /—WD1 (: FRONT ELEVATION SIDE ELEVATION 7 1- 1- y -1/211—IJ-02' .(8 1/2'j= . 1 Y-0" 4- J 5 n I V. A Lu 0 D. 2t—Ol? F C) Typ. L -r--% 1 -4 %a �j 1-1/2-:=V-0" 5 ELEVATION (18?1 I - 1/2"-V-0" 2 3 IF THIS DPvAWINr,, IS LF�SS THAN 22" X 34" IT K3 A REDUCED i 7$-0)) . . �L-4 4 183 FILLER PANEL 1�1 r8 WD1 MTS (:D FLAN SECTION 1- - 6 .1;=1 0-01) 31' /—WD1 (: FRONT ELEVATION SIDE ELEVATION 7 1- 1- y -1/211—IJ-02' .(8 1/2'j= . 1 Y-0" 4- J 5 n I V. A Lu 0 D. Lu Z p0< F C) No Z Z 0 0 w -j Z z rA z E �D n/ ' Z Z Z (f) 0 IWO' < 0 0 z < W � u� N Q)Z LLJ C) 04 Lu CD C) w C) Q +) 7� z TC-) < z uj E z z CL 0 92 8 0 C) D 0 (K CD 0 X < it) (f) EL Lu 0 D. Lu Z p0< F C) No Z Z 0 0 w -j Z z rA z E �D n/ ' Z Z Z (f) 0 IWO' < 0 0 z < W � u� N Q)Z LLJ C) 04 Lu CD C) C) Q +) 7� z TC-) < uj E z z CL 0 0 C) Lu 0 Lu Z p0< F C) <( < In, Z Z 0 0 w -j Z z rA z E �D n/ ' Z Z Z (f) < 0 0 z < W 0 C) CL E 0 w C) ul Lo < O PROD NO: P703080242 SCALE: AS NOTED DATE: $DATE$ DESIGNED BY: DRAWN BY: E. OGTHAVONG CHECKED BY: SHEET TITLE: ARCCITECTURAL INTERIORS FIXTURES 181/182/183 SHEET NO. Al -502 L_SHEET_ OF E a r� L0 I rD N C\; 0 z s a 0 C cc T 1 2 3 4 5 84 IATERFALL FEATURE ENCLOSURE 3" a 5'-4" 3)) �I I -----------------------------------------1--- J WD1 MT2 � PLAN SECTION 1-1 /2"=1'-0" B PLAN SECTION oc A 3)) —WD1 �I I --------------------------------------1--- W D1 MT2 9' 3 PLAN SECTION 1-1 /2"=1'-0" 1 1'-11" _ WD1 IN WATERFALL UNIT #WW85 BY BLUWORLD 34)) 9'-6>' WD1 8'-6" 0 - Lo %'-0" WD1 SIN Lo MT2 /wDl 1 AI -503 `j N L----1-----------------------------------------------------------'------------------------------1----J ^ WD1 MT2 MT2WD1 AI -503 WD1 (2 coo CO as co ZWATERFALLUNIT #WW85 BY BLUWORLD7 SS1 WD1 B PLAN SECTION oc A 3)) —WD1 �I I --------------------------------------1--- W D1 MT2 9' 3 PLAN SECTION 1-1 /2"=1'-0" 1 1'-11" _ WD1 IN WATERFALL UNIT #WW85 BY BLUWORLD 34)) 9'-6>' WD1 8'-6" 0 - Lo %'-0" WD1 SIN Lo MT2 SECTION _ 5 ELEVATION 4 1-1 2"= 1 2 3 IF THIS DRAWING IS LE,9,5 THAN 22" X 34" IT IS A REDUCED SIZE PRAWINQ 4 5 9'-6 I C M. 0 /wDl 1 AI -503 `j N 2 AI -503 -.A. _v..___ f_ (2 coo CO co ZWATERFALLUNIT #WW85 BY BLUWORLD7 WD1 WD1 Q a� o SS1 w 0 .6 00 (.00 0 I-- O (� z .' IN .' IN r-IN IN F_ U) WD1 , IN I /wD1� WD1/ ,,'" `. Lo WD1 I N ,. .., D O 3 Q Lo Oo 0- AI -503 MT2 —A 5'-411 ) 31 SECTION _ 5 ELEVATION 4 1-1 2"= 1 2 3 IF THIS DRAWING IS LE,9,5 THAN 22" X 34" IT IS A REDUCED SIZE PRAWINQ 4 5 9'-6 I C M. 0 r, ":I :�; �...__2) -.A. _v..___ f_ (2 coo CO N (� coJ Z Z Q a� o w 0 .6 00 (.00 0 I-- O (� z ZO c� N co F_ U) w o T<�ZN U �: D O 9 Q Lo Oo 0- ;000. a o ®w w � co uw rn N oz LU p N !!nn ® z >' C.0 CD FJ �0 O LIJ N ��v N w N z�._ N Z 0 U U w a0. Q J Q D- c/) ❑00 Q c' T Zz0 0 W N z P -4 W H C)�) N Z � p U 00 � CLL OQ Q U) U) Q �0 S z r 0'_ 0 Z O CL OU) Ft U) ui w p m 7) U) 0 0 co CD N w �-- L N Q p v� z O u� _ Y w Q G PROJ NO: P703080242 SCALE: AS NOTED DATE: $DATE$ DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: ARCCITECTURAL INTERIORS FIXTURE 184 SHEET NO. Al -503 SHEET OF c :J : I A 1 J62 TIERED FLOOR FIXTURE �� DETAIL OF UNDERSIDE OF SHELF 1-1/2"=1'-0" 4DETAIL DETAIL 1/2)1=1 1-0') SECTION 1 1/211=1 1 -0 2 )2 4"x4" METAL TUBE d- M ETAL SLEEVE , , TYP. & PLAN 1-1 /2"=1'-0" 3 AI -505 WD 1 WD1 i N t PL1 4 1» 3 — 82 0 ELEVATION 1-1/2"= V-0); 3 4 5 IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING 4"x4" VERTICAL TUBE, 45° ANGLE 1" SHELF SUPPPORT 2' —10" 13 >> 4 FBI C 0 Lo Qp 80 w w �- w 66 0 DY co 02 C) F– 0 O co Z Z N 0),U m Iw-- U)�jj o < > Q lE Z ::) O N 0 o O T- U) w u_ 00 rn lqvi CD (y) & PLAN 1-1 /2"=1'-0" 3 AI -505 WD 1 WD1 i N t PL1 4 1» 3 — 82 0 ELEVATION 1-1/2"= V-0); 3 4 5 IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING 4"x4" VERTICAL TUBE, 45° ANGLE 1" SHELF SUPPPORT 2' —10" 13 >> 4 FBI C 0 Lo Qp 80 w w �- w 66 0 DY co 02 C) F– 0 O co Z Z N 0),U m Iw-- U)�jj o Z U Q lE Z ::) O N 0 o O T- U) w u_ 00 rn lqvi CD (y) ®w cfl w L 0� c\l r WL w O w N O r ®Z �� (n Z m I Z �Z m )o w o N U) ♦• NV W N z �•••.•♦ N Z 0 O •�' U i - U WO �< Q -j Q a. z U� DOQ (� -jFzcl Z Off, Z 0 �, o W I= W `'`� O z z ry �D w❑O 207' �Qv) dU) �o �¢ W -I ~O z O 1— a z � 0 uv, &5 U) w 0 m D U) �U 0 O 00 C) N w Q L N ❑ r Z 0 r ww 1111 PROJ NO: P703080242 SCALE: AS NOTED DATE: 05/20/08 DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: ARCHITECTURAL INTERIOR FIXTURE 380 SHEET NO. AI -505 SHEET OF 9 ff F101 C 2 GENERAL NOTES 1. ALL WORK, PLANS AND CALCULATIONS ARE TO BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE RULES AND REGULATIONS ALL GOVERNING AGENCIES INCLUDING BUT NOT LIMITED TO THE CODES AND REGULATIONS AS SET FORTH BY THE FLORIDA FIRE PREVENTION CODE, NEPA 101, 2004 EDITION, LIFE SAFETY CODE, NFPA 101 , 20( EDITION, AUTOMATIC SPRINKLER SYSTEMS, NFPA 12, 2002 EDITION, NATIONAL FIRE ALARM CODE, NFPA 70, 2005 EDITION AND ALL AUTHORITIES HAVING JURISDICTIONS. 2, SPRINKLER CONTRACTOR SHALL SUBMIT A COMPLETE SET OF PLANS, CALCULATIONS AND SPECIFICATIONS FOR THE FIRE SUPPRESSION SYSTEM FOR APPROVAL BY THE ENGINEER AND FIRE SUB -CODE OFFICIAL, 3. SPRINKLER CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF OWNER'S INSURANCE UNDERWRITER FOR SUBMITTALS, APPROVALS, MATERIALS, INSTALLATION, INSPECTIONS .AND TESTING. 4. INSTALLER'S QUALIFICATIONS: A QUALIFIED FIRM THAT IS EXPERIENCED (MINIMUM OF 5 PREVIOUS PROJECTS SIMILAR IN SIZE AND SCOPE TO THE PROJECT) IN SUCH WORK, FAMILIAR WITH PRECAUTIONS WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. REQUIRED, AND IN COMPLIANCE 5. BEFORE SUBMITTING PROPOSAL, BIDDERS SHALL CAREFULLY EXAMINE EXISTING FIELD CONDITIONS AND CONTRACT DRAWINGS OF ALL TRADES, SUBMISSION OF PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT REQUIRED EXAMINATION HAS BEEN MADE, LATER, CLAIMS FOR EXTRA LABOR, EQUIPMENT AND MATERIALS REQUIRED DUE TO EXISTING FIELD CONDITIONS, WHICH COULD HAVE BEEN FORESEEN, WILL NOT BE RECOGNIZED, 6. ALL EXISTING PIPING IS SHOWN IN APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO VERIFY IN FIELD ALL SIZES, LOCATIONS AND ELEVATIONS OF ALL NEW CONNECTION POINTS TO EXISTING PIPING. COORDINATE HIS WORK WITH ALL OTHER TRADES. 7. PROVIDE, AT NO EXTRA COST, ALL ADDITIONAL PIPING AND FITTINGS REQUIRED TO OFFSET SYSTEM TO AVOID EXISTING/NEW STRUCTURAL, ARCHITECTURAL, MECHANICAL AND ELECTRICAL INTERFERENCE, WHETHER INDICATED OR NOT, BEFORE INSTALLING WORK. 8. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION, AND REPORT TO ENGINEER ALL ERRORS, DISCREPANCIES, OMISSIONS, DEFECTS, OR UNUSUAL CONDITIONS BEFORE COMMENCING CONSTRUCTION. 9. CONTRACTOR TO SECURE ALL NECESSARY PERMITS REQUIRED FOR THE STIPULATED WORK PRIOR TO COMMENCING WITH CONSTRUCTION OR DEMOLITION. 10. ALL ASBESTOS REMOVAL, PLUMBING, ELECTRICAL, WELDING WORK, ETC, TO BE PERFORMED BY LICENSED CONTRACTORS.' 11. ALL CONTRACTORS, WORKMEN, AND AGENTS WORKING AT OR VISITING THE SITE SHALL BE COVERED BY ALL NECESSARY STATUTORY INSURANCE INCLUDING LIABILITY, WORKMEN'S COMPENSATION, DISABILITY, ETC.. 12. ALL WORK SHALL BE PERFORMED IN A NEAT, CLEAN, ORDERLY MANNER AND THE SITE KEPT CLEAN FROM DUST AND DEBRIS AT ALL TIMES, 13.' PROVIDE ALL TEMPORARY LIGHTING, POWER, WATER, WATERPROOFING, ETC., AS REQUIRED AND NECESSARY UNLESS OTHERWISE SPECIFIED. 14. PROVIDE ALL NECESSARY SHORING, BRIDGING, BARRICADES, SIGNS, ETC., TO INSURE PROJECT SAFETY AT ALL TIMES. 15. ALL WORK, INCLUDING TESTING AND TEMPORARY SHUT DOWN OF SERVICES, IS TO BE COORDINATED WITH OWNER'S SCHEDULE FOR DELIVERIES, WORKDAYS, TIMES, ETC.. 16. ALL NEW WORK TO BE THOROUGHLY TIED AND BONDED TO EXISTING WORK, 17. ALL PATCHING AND JOINING SHALL BE NEAT, CLEAN AND SQUARE, MATCHING ADJACENT SURFACES 1N FINISH AND TEXTURE, SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTING, PATCHING AND/OR REMOVAL OF CEILING TILES ETC, HE SHALL RESTORE ALL AREAS AS A. RESULT OF THE FIRE PROTECTION INSTALLATION TO MATCH EXISTING CONDITIONS. 18, ALL FIRE RETARDANT MATERIALS SHALL BEAR STAMPS, SEALS AND/OR PERMANENT LABELS AS REQUIRED, AFFIDAVITS SHALL BE FURNISHED WHERE REQUESTED, 19. ALL WORK TO BE PLUMB, LEVEL AND OF THE BEST WORKMAMSHIP. 20.• ALL NEW PIPING SHALL BE RUN CLOSE TO BEAMS, WALLS AND SLABS, SQUARE TO BUILDING CONSTRUCTION, CONCEALED ABOVE HUNG CEILINGS AND WITHIN FURRED SPACES. 21. CONTRACTOR TO FULLY COORDINATE HIS WORK AND EFFORTS WITH OTHER TRADES TO INSURE A PROPER, DIMENSIONALLY ACCURATE JOB IN ALL RESPECTS TO RELATED WORK, CONTRACTOR SHALL COORDINATE COMPLETE SPRINKLER LAYOUT WITH CEILINGS, LIGHTING, HVAC DIFFUSERS AND SURROUNDING OBSTRUCTION. 22. SPRINKLER HEADS SHALL BE CHROME PLATED IN FINISHED SPACES, EXPOSED TO VIEW. ROUGH BRONZE FINISH FOR HEADS IN UNFINISHED SPACES AND NOT EXPOSED TO VIEW, 23. SPRINKLER HEADS - FUSIBLE LINK TYPE, PROVIDE HEADS WITH NOMINAL 1/2" DISCHARGE ORIFICE FOR ORDINARY TEMPERATURE RANGE, IN ALL MECHANICAL EQUIPMENT ROOMS AND/OR BOILER ROOMS 3 24, THE SPRINKLER CONTRACTOR SHALL MAKE AN ALLOWANCE TO A MINIMUM OF 20Y ADDITIONAL SPRINKLER HEADS TO BE INSTALLED AS TO PROVIDE ADEQUATE COVERAGE DUE TO ANY OBSTRUCTIONS, DUCTWORK, PIPING, ETC, INSTALLED DURING CONSTRUCTION WHICH MAY ALTER THE ORIGINAL SPRINKLER DESIGN, 25. THE JOB SHALL BE ADEQUATELY STAFFED AT ALL TIMES TO INSURE CONTINUITY AND PROGRESS, WITH ALL PHASES/SEGMENTS OF WORK PROPERLY COORDINATED, 26. ALL DEFECTIVE OR UNACCEPTABLE WORK SHALL BE REMOVED AND REPLACED TOGETHER WITH SURROUNDING AFFECTED AREAS AT NO ADDITIONAL EXPENSE TO THE OWNER. 27. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND SAMPLES FOR ENGINEER APPROVAL WHERE REQUIRED BY DOCUMENTS PRIOR TO PROCEEDING WITH WORK. 28. ALL WORK, UNLESS OTHERWISE SPECIFIED, TO BE GUARANTEED FOR A MINIMUM OF ONE YEAR FROM FINAL ACCEPTANCE. 29. ANY AND ALL TESTING AS DEEMED NECESSARY BY THE ENGINEER SO AS TO VERIFY PRODUCT AND MATERIAL COMPLIANCE. WITH THE DRAWINGS IS TO BE PERFORMED BY THE CONTRACTOR VIA CERTIFIED TESTING LABORATORIES AT NO COST TO THE OWNER 30, ANY CONFLICT BETWEEN THE SPECIFICATIONS AND DRAWINGS IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO WORK. 31, COORDINATE ALL TRADES DUE TO TIGHT CONDITIONS. LOCATIONS OF ALL M.E.P. & F.P, LINES IS SCHEMATIC AND WILL BE DETERMINED BY ARCHITECTURAL PLANS. G.C. TO COORDINATE WITH ARCHITECT, 32. ALL M,E,P. LINES, SUCH AS RISERS, PLUMBING, LEADERS, STACKS, WASTE, HEATING, ELECTRICAL AND FIRE PROTECTION LINES, ETC., SHALL BE CONCEALED, CONSULT WITH ARCHITECT FOR APPROVAL DURING LAYOUT STAGES IN ORDER TO LOCATE BOXING. 33, ALL M.E.P. LINES IN AREAS WITHOUT HUNG CEILINGS MUST BE LOCATED AT PARTITION AND BOXED IN TO CREATE BEAM EFFECT, (WALL TO WALL). CONSULT WITH ARCHITECT FOR APPROVAL DURING LAYOUT STAGES IN ORDER TO LOCATE BOXING, TENANT SAFETY NOTES (FOR WORK IN OCCUPIED BUILDINGS QNLY� 1. CONSTRUCTION WORK WILL BE CONFINED TO THE BUILDING INTERIOR AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE APARTMENT UNITS WITHIN THE BUILDINGS. 2. CONSTRUCTION WORK WILL NOT BLOCK HALLWAYS OR MEANS OF EGRESS FOR TENANTS OF THE BUILDING. 3. CONSTRUCTION OPERATION WILL NOT INVOLVE INTERRUPTIONS OF WATER OR ELECTRICAL SERVICES TO TENANTS OF THE BUILDING. 4. CONSTRUCTION OPERATION WILL BE CONFINED TO NORMAL WORKING HOURS; 9:00 AM THROUGH 5 PM, MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOLIDAYS UNLESS AUTHORIZED IN WRITING BY THE OWNERS, 1 N SPRINKLER DESIGN CRITERIA FOR HYDRAULIC CALCULATIONS 1. ALL SPRINKLER SYSTEMS THROUGHOUT SCOPE OF WORK SHALL BE HYDRAULICALLY CALCULATED BY FIRE PROTECTION SPRINKLER CONTRACTOR) ON COORDINATED SHOP DRAWINGS. 2. SPRINKLER SYSTEM LAYOUT AND CALCULATIONS SHALL COMPLY WITH NFPA-13, LOCAL BUILDING CODE, LOCAL FIRE DEPARTMENT, OWNERS INSURANCE UNDERWRITERS AND ALL OTHER AUTHORITIES HAVING JURISDICTIONS, 3. HYDRAULIC SIZING CRITERIA: HYDRAULIC CALCULATION, USE TO DETERMINE PIPE SIZES SHALL BE REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SHALL BE CALCULATED AS FOLLOWS: 1. OCCUPANCY CLASSIFICATION: = LIGHT HAZARD, ORDINARY HAZARD 2. DENSITY = 00,10 GPM/SQ.FT, 0.15 GPM/SQ.FT. 3. AREA OF APPLICATION W 1,500 SQ,FT, 2,000 SQ.FT, (MOST REMOTE) 4, COVERAGE/SPRINKLER = 225 SQ.FT'., 130 SQ.FT. 5, STORAGE SPACES & MER SHALL BE CONSIDERED ORDINARY HAZARD -GROUP 1 AND THE COVERAGE/SPRINKLER SHALL 130 SQ.FT. OR LESS, 4, THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE HYDRAULIC CALCULATIONS AND OBTAIN APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION OVER THE SPRINKLER WORK, INCLUDING THE OWNERS INSURANCE CO. IN ADDITION, OBTAIN' AGENCY APPROVALS FOR HYDRAULICS PRIOR TO INSTALLATION OF NEW WORK. 5. MINIMUM PRESSURE AT ANY SPRINKLER HEAD SHALL BE AS REQUIRED FOR THE MINIMUM DISCHARGE OF THE HEAD, BUT IN NO CASE LESS THAN 7 PSI. BRANCH PIPE SIZE SCHEDULE FP -001 NUMBER .OF SPRINKLER HEADS ON THE PIPE PIPE SIZE 1 HEAD 1" 2 & 3 HEADS 1%" 4 AND 5 HEADS 1Yz" 6 AND UP TO 10 HEADS 2" 11 AND UP TO 20 HEADS 2--1/2" 21 AND UP TO 40 HEADS 3" 41AND UP TO 65 HEADS 4" OT S: 1. PIPE SIZES AS SHOWN ARE MINIMUM SIZES ALLOWABLE AND ARE FOR BRANCH PIPING ONLY, REFER TO FLOOR PLAN FOR ACTUAL SIZES. 2, REFER TO FLOOR PLAN FOR THE SIZES OF FEED MAIN, VALVE ASSEMBLY, LOOP AND/OR CROSS MAIN PIPING, 3 truer7 n, n(`7c-jl[itn,!,�, , 4 0 DRAWING LIST FP -001 SPRINKLER SYMBOLS, NOTES AND DRAWING LIST FP --101 SPRINKLER FLOOR PLAN FP --201 SPRINKLER DETAILS SHEET FP -301 SPRINKLER SPECIFICATIONS SYMBOL LIST NEW CONCEALED TYPE SPRINKLER HEAD 1„ RELOCATE EXISTING SPRINKLER HEAD AND ARM OVER TO NEW SPRINKLER HEAD E EXISTING CONCEALED TYPE SPRINKLER HEAD TO REMAIN Q E EXISTING UPRIGHT TYPE SPRINKLER HEAD TO REMAIN REMOVE EXISTING SPRINKLER HEAD _EX_ EXISTING SPRINKLER PIPING TO REMAIN - �--- NEW SPRINKLER PIPING X -X -X EXISTING SPRINKLER PIPING TO BE REMOVE CONNECT NEW PIPING TO EXISTING SPRK _ SPRINKLER ABP AUTOMATIC BALL DRIP GOAA GREATER ORLANDO AVIATION AUTHORITY - I A 11 SHEET TITLE: SPRINKLER SYMBOLS, NOTES & DRAWING LIST SHEET NO, SP -00.1 SHEET OF Cali �? a UAW LL) Q j I co co 0 z O o 00rn iLi C') C) o 1 -Va G N o O < w a. U- 6 PERWN $EALING UGC WW8: John J. Guth Lk RSOU7 a � r ®LU w co I co �9 Qiw W Lu CD .- � a z . N Q rn cq ul z `e!R'Rii' ♦• N 2 Cl U I- Cf.� � fY 40. QJ n < U) O< U << ZZp LL %�`,`4 14 U IJ + Z w �D W In Q Q ...- Z .....ICIS Q Q C) LL' SHEET TITLE: SPRINKLER SYMBOLS, NOTES & DRAWING LIST SHEET NO, SP -00.1 SHEET OF C 41 IA SPRINKLER FLOOR PLAN SCALE: 1/4"=1'-Q" 0 4 Fi 16 FEET .2 3 IF THI-9. I)RAWING,09 ll,,F-,,Fl THAN X�X' IT IS A RFDI.J(-,FD SIZE DRAWING, -00p. 5 15 I C m m C�✓3 VU) LL w LU U) o) Lo Z - (D O > QD co co F- 6i (D C � Z o O m r�tcc:)) 0 ul IL Ll- -6-EALING r;—R DOCUWW&- John -L GudrLk,40M71 00 N oLLI u (Dz (D w DO C)(D li F - z Do L 00 Q CIA zz cc 0 U) WO cL D aQ < 0-Q UJ Z C) 0 < --, F- 9 < Z Z 0 O Z LIJ LL e < z z �0 0 0xU- z U- < z U) < 0 z O z 0 F - z 0 cis Ly rl CD LU L6 c� 0 UJ rZ O PROJ NO: 1500.505 SCALE: DATE. 77/29/08 DESIGNED BY: OG DRAWN BY: DR CHECKED BY: OG SHEET TITLE: SPRINKLER FLOOR & DEMO PLANS SHEET NO. SP -101 SHEET OF I c . z 1 1/2 X 1 RED, ELBOW 1/2" DIA k MAX. 4" LEI EXIST. BRAN( WITH 1/2 1) C OUTLET 2 I "G" CLAMP SPRIN CL.E.VIS TYPICAL HANGER __OXTAIL NOT TO SCALE NOTES: 1. CLEVIS HANGERS REQUIRED ON PIPING LARGER THAN 1" 2. GENERAL PURPOSE HANGERS MAY BE USED ON 1" SPRINKLER PIPING ONLY. 3. MAX DISTANCE BETWEEN HANGERS ON PIPING 1 1/4" AND SMALLER: 12' 4. MAX DISTANCE BETWEEN HANGERS ON PIPING 1 1/2" AND LARGER: 15' Jrf-\111Y\L_G_I\t ILr\v (SEE SPECIFICATION & DWG. FOR TYPE) SPRINKLER MEAD CONNECTION FOR SUSPENDED CEILING NOT TO SCALE CEILING t�_EX 8F 1 I 2 — 3 EX 1/ 1/ SPRINKLER ARM OVER DETAIL NOT TO SCALE ARM -OVER DETAIL NOT TO SCALE 3 F! A/ 'giln IT V' A : � _ I }{;� c,1�� TED TERMINATE `. FLUSH WITH WALL SURFP 1/2" CLEAR Mf CC 4 NDARD WEIGI.IT STEEL PIPE EVE OF SIZE TO PASS PIPE IULAR SPACE BETWEEN PIPE ) SLEEVE TO BE PACKED WITH ERAL WOOL AND SEALED. ISHED ESCUTCHEON PLATE FLUSH \INST WALL AND OF SIZE TO MPLETELY COVER OPENING (TYPICAL rR EACH SIDE). NISHED WALL. SURFACE ) TO VIEW SCHEMATIC OF PIPING PENETRATION THRU FIRE RATED WALL NTS 5 0 c As F r _j OQ w } N ::) , N N .5��: ll) z rt 9 a' N zc. •;> . Q t.) 0 w � Q Z U) n0a U Q Q z z O O w w 1�0 � � t� DC7 ; NSA 1.- Q�%� L " ),^": w O z :2 z �Q w 7- z A 4 M1 ots F txco 0 ci rn C7 Z z o a? z O c) Q tv ® Q CD Lo tl i l...y z O 0 j ((i) w CT U) NBEAUKG oUMQ r oU 0. ca 4W Z Q V bo Lu Lu oZ '00Q z 0 F r _j OQ w } N ::) , N N .5��: ll) z rt 9 a' N zc. •;> . Q t.) 0 w � Q Z U) n0a U Q Q z z O O w w � � t� DC7 ; W wu.� i -T O z` 1.- Q�%� L " ),^": O z :2 z �Q Fes- � z O I= - z O 0 ((i) w U) a Q 0 N ul [_ a u; z r O C PROJ NO: 1500.505 , SCALE: DATE: ?7/29/08. - DESIGNED BY: OG DRAWN BY: DR CHECKED BY: OG SHEET TITLE: SPRINKLER DETAILS SHEET NO. SP -201 SHEET OF D C 0 E ct Q N a 0 N N z 0 IL 4 Lo v7 a A 0 0 a i�- 1 I 2 I 3 ( 4 EART _= GE FRAL - MATERIALS �. ww AND WITH T THE CLIENT. 1.01 EEQUIREMEI TS 2.01 GENERAL 2,06 CUTTING AND PATCHING A, THE CONTRACTOR SHALL HAVE EXPERIENCE ON AT LEAST D. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE A. DO ALL CUTTING NECESSARY FOR THE INSTALLATION OF THE SPRINKLER SYSTEM SHALL BE COMPLETE WITH ALL PIPE, (2) PROJECTS INVOLVING QUANTITIES AND COMPLEXITIES AT AND THE ORLANDO INERNATIONAL AIRPORT FIRE DEPARTMENT GENERAL LOCATION OF WORK, SCALED DIMENSIONS SHALL NOT FITTINGS, VALVES, DRAINAGE SYSTEM AND VALVES, SPRINKLER WORK. ACCURATELY LAYOUT WORK FOR WHICH AVIATION UNIT, FSST SECTION. REQUESTS FOR SHUT ---DOWNS LEAST EQUAL TO THOSE REQUIRED UNDER THIS PROJECT. SPRINKLER - HEADS, HANGERS AND SUPPORTS, ALSO . BE USED. ANY DIMENSIONS NOT SHOWN SHALL BE OBTAINED SHALL BE SUBMITTED NOT LESS THAN FIVE WORKING DAYS PRIOR CUTTING IS REQUIRED, SU AS TO AVOID UNNECESSARY LARGE MISCELLANEOUS WORK ITEMS, SUCH AS, SIGNS AS REQUIRED, TO SHUT -DOWN DATE, AND SHALL STATE EXPECTED LENGTHS OF FROM THE ARCHITECTURAL DRAWINGS, FOR EXACT LOCATIONS, VALVE TAGS, ETC., AND ALL OTHER RELATED EQUIPMENT, OPENINGS. CUTTING OF (SEAMS, JOISTS, FLOORS OR WALLS B. ALL WORK, PLANS AND CALCULATIONS ARE TO BE TI APPARATUS, AND MATERIAL ITEMS NECESSARY FOR COMPLETE, MOUNTING HEIGHTS, ETC,, . REFER TO ARCHITECTURAL Ptaoa aemmu OF THE BUILDING WILL NOT BE ' PERMITTED EXCEPT AFTER SATISFACTORY OPERATING AND APPROVED TYPE SYSTEM. PERFORMED IN ACCORDANCE WITTI THE APPLICABLE RULES "TENANTS CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE DRAWINGS AND DETAILS. ALL DIMENSIONS, ETC., SHALL BE ALL PIPE FITTINGS, HANGERS, SUPPORTS, SPRINKLER RECEIVING APPROVAL OF THE BUILDING MANAGER. THAT ALL SPRINKLERS ARE CAPPED AND SEALED THE END OF AND REGULATIONS ALL GOVERNING AGENCIES INCLUDING HEADS ETC. SHALL CONFORM TO THE BOCA VERIFIED BY FIELD CHECK, EACH NIGHT. THE- SYSTEM WILL BE ACTIVATED EACH NIGHT BUILDING CODE AND NATIONAL FIRE PROTECTION BUT NOT LIMITED TO THE CODES AND REGULATIONS AS AND THROUGHOUT THE WEEKENDS. ANY DAMAGES TO B. ROUGH PATCHING WILL BE DONE BY THIS CONTRACTOR IN A PROPERTY AND/OR PERSONS WILL BE THE RESPONSIBILITY SET FORTH BY THE FLORIDA FIRE PREVENTION CODE, NFPA 1.03 SHOP DRAWINGS AND pATA MANNER TO ACCOMMODATE FINISHED PATCHING WORK, 101, 2004 EDITION, LIFE SAFETY CODE, NFPA 101 , 2003 CONDUCTED BETWEEN 2230 AND 0500 MUST BE SCHEDULED FINISHED PATCHING WILL BE DONE "UNDER ANOTHER SECTION I-- EDITION, AUTOMATIC SPRINKLER SYSTEMS, NFPA 12, 2002 A. THE CONTRACTOR SHALL SUBMIT, FOR APPROVAL, FULLY z OF THE SPECIFICATIONS". EDITION, NATIONAL FIRE ALARM CODE, NFPA 72, 2002 COORDINATED SHOP DRAWINGS, CAPACITY DATA, HYDRAULIC 2.02 SPRINKLER PIPING 0 EDITION AND ALL AUTHORITIES HAVING JURISDICTIONS. ALL SPRINKLER PIPING SHALL BE SCHEDULE 40 BLACK STEEL CALCULATIONS AND CATALOG CUTS OF THE FOLLOWING: PIPE PAINTED ASTM --53 RED WITH 150 LB BLACK MALLEABLE IRON SCREWED FITTINGS OR GROOVED PIOPE COUPLINGS 2.07 INSERTS HANGERS ETC. TESTED AND APPROVED BY FACTORY MUTUAL. USE 1. PIPE AND FITTINGS GALVANIZED STEEL PIPE WHERE EXPOSED TO WEATHER. C. FIRE PROTECTION ENGINEERING DOCUMENTS SHALL COMPLY 2. SPRINKLER HEADS A. ALL SPRINKLER PIPING SHALL BE SUBSTANTIALLY SUPPORTED 2,03 SPRINKLER WITH FLORIDA STATUTES F.S. 471.008, AND F,S, 471.003(2). 3. HANGERS AND SUPPORTS A. AND SHALL COMPLY WITH THE' STANDARDS OF THE NATIONAL DESIGN DOCUMENTS FOR FIRE PROTECTION SYSTEMS SHALL BE 4. SPRINKLER AND PIPING LAYOUT p 0 < FIRE PROTECTION ASSOCIATION FOR THE INSTALLATION OF CREATED PROR TO BIDDING AND SHALL BE SUBMITTED FOR 5. HYDRAULIC CALCULATIONS Z Z 0r4 SPRINKLER SYSTEMS AND AS REQUIRED BY THE STATE AND PERMITTING PUPOSES AT THE SAME TIME AS ALL OTHER n B. LOCAL CODE ANIS FACTORY MUTUAL, DISCIPLINES, IN ACCORDANCE WITH F.S. 633.551(2). DESIGNS INDICATED ON THE. PLANS; 'AND SHALL BE INSTALLED WITH 2.04 TAMPER SWITCHES SHALL COMPLY WITH THE DIVISION OF STATE FIRE MARSHAL 1;04 BUILDING DEPARTMENT FILING, PERMITS, AND CERTIFIOATES B. HANGERS AND THEIR COMPONENTS SHALL_ BE FERROUS. SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH UNIFORM FIRE SAFETY RULES AND STANDARDS CHAPTER A. THE SPRINKLER CONTRACTOR SHALL FILE ALL REQUIRED EXISTING CONDITIONS AND WITH WORK OF ALL OTHER HANGERS SHALL BE ADJUSTABLE, FLAT IRON TYPE OR CLEVIS VALVE TAMPER SWITCHES FOR SUPERVISION OF O.S.& Y. 4A-46, THE SOUTH FLORIDA BUILDING CODE, THE FLORIDA CONTRACTORS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER DRAWINGS AND SPECIFICATIONS WITH THE LOCAL BUILDING SHUT OFF VALVES. TAMPER SWITCHES SHALL BE ADT, ITT TYPE. OF ANY CONFLICTS IN WRITING BETWEEN THE OTHER TRADES FIRE PREVENTION CODE, MOST CURRENT EDITION ADOPTED BY GRINNELL. CORP., AUTO -CALL OR APPROVED OTHER. DEPARTMENT AND BE RESPONSIBLE FOR OBTAINING BEFORE INSTALLATION OF THE SPRINKLER SYSTEM. LAW AND THE TENANT DESIGN HANDBOOK FOR THE ORLANDO SPRINKLER SYSTEM SHALL BE: FINAL APPROVAL. C. SPRINKLER PIPING OR HANGERS SHALL NOT BE USED TO A. INTERNATIONAL AIRPORT DESIGN CRITERIA, ~0 THE STANDARDS OF THE NATIONAL FIRE PROTECTION SUPPORT NON -SYSTEM COMPONENTS. D. BEFORE SUBMITTING HIS BID, THE SPRINKLER CONTRACTOR 1.05 INSPECTION AND TESTIf�G D. SPRINKI.,ER PIPING SHALL BE SUBSTANTIALLY SUPPORTED SHALL VISIT THE SITE AND SHALL FULLY FAMILIARIZE A. THE SPRINKLER SYSTEM SHALL BE INSPECTED AND TESTED IN FROM THE BUILDING STRUCTURE WHICH MUST SUPPORT THE HIMSELF WITH THE. STRUCTURAL_ LAYOUT OF THE EXISTING ACCORDANCE WITH 'THE REQUIREMENTS OF NFPA 13 AND NFPA 24 ADDED LOAD OF THE WATER -FILLED PIPE PLUS A MINIMUM OF BEAMS IN RELATIONSHIP TO THE NEW MVAC DUCT LAYOUT AND AND SHALL INCLUDE THE USE OF' NFPA FORMS 85A AND 85B. 2.50 LBS, APPLIED AT THE POINT OF HANGING, NEW LIGHTING FIXTURES AND HUNG CEILING HEIGHTS AND B. THE SPRINKLER SYSTEM SHALL BE SUBJECTED TO A BECOME FAMILIAR WITH THE DIFFICULTIES THAT WILL HYDROSTATIC. PRESSURE TEST FOR A PERIOD OF TWO HOURS' E. SPRINKLER PIPING SHALL BE SUPPORTED INDEPENDENTLY OF ATTEND THE EXECUTION OF THIS WORK. CONTRACTOR SHALL O ATA PRESSURE OF AT LEAST 200 PSIG OR 50 PSI IN THE CEILING SHEATHING, PERFORM THIS PRIOR TO SUBMITTING HIS PROPOSAL. EXCESS OF THE MAXIMUM PRESSURE TO BE MAINTAINED WHEN SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS THE MAXIMUM PRESSURE IN THE SYSTEM IS €N EXCESS OF F. WHEN SPRINKLER PIPING IS INSTALLED 13ELOW DUCTWORK, EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE, AND 150 PSI AS PER NFPA' PIPING SHALL BE SUBSTANTIALLY SUPPORTED FROM THE LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, � w Q BUILDING STRUCTURE, NOT FROM THE DUCTWORK. EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF C. BEFORE SPRINKLER SYSTEM IS CONCEALED THE BUILDING DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN m DEPARTMENT ALL BE NOTIFIED THAT THE SYSTEM 15 READY G. MAXIMUM DISTANCE BETWEEN HANGERS SHALL NOT EXCEED 12 FORESEEN HAD SUCH AN EXAMINATION 'BEEN MADE, FOR INSPECTIOONNAND TESTING, TESTS SHALL BE CONDUCTED FT. FOR 1 AND 1-1/4 IN. SIZES OR 15 FT. FOR SIZES IN THE PRESENCE OF INSPECTORS HAVING JURISDICTION AND 1-1/2 IN. AND LARGER. E. UPON REVIEW OF • SPRINKLER DRAWINGS PRIOR TO SUBMITTING HIS THE ENGINEER OF RECORD. H. EXPANSION SHIELDS FOR SUPPORTING PIPES UNDER CONCRETE PROPOSAL, THE SPRINKLER CONTRACTOR SHALL INFORM ARCHITECT � CONSTRUCTION MAY BE USED IN A HORIZONTAL POSITION IN AND/QR ENGINEER OF ANY DISCREPANCIES OR REQUEST ARIFICATION 1.06 FLUSHING THE SIDES OF BEAMS, IN CONCRETE HAVING GRAVEL OR IN WRITING, IF NECESSARY, CONCERNING THE INTENT OF THE PLANS u� CRUSHED STONE AGGREGATE, EXPANSION SHIELDS MAY BE AND SPECIFICATIONS TO PROVIDE A COMPLETE SPRINKLER A. ALL FIRE PROTECTION PIPING SHALL BE' FLUSHED OUT IN USED IN THE VERTICAL POSITION TO SUPPORT PIPES 4 IN. INSTALLATION. LATER CLAMS WILL NOT BE RECOGNIZED FOR EXTRA ACCORDANCE WITH REQUIREMENT OF THE NATIONAL FIRE OR LESS IN DIAMETER. LABOR, . EQUIPMENT OR MATERIALS SHOULD SUCH PROCEDURE NOT PROTECTION ASSOCIATION PAMPHLET NO. 13 AND 14, BE FOLLOWED. LATEST EDITION. F. THE SCHEDULING OF THE SPRINKLER WORK SHALL BE COORDINATED WITH THE COWS, WITH THER CONTRACTORS PART 2 - MATERIALS �. ww AND WITH T THE CLIENT. 2.01 GENERAL G, NECESSARY SHUT -DOWNS OF BASE BUILDING SPRINKLER - f- L, w o �arirn SYSTEM MUST BE COORDINATED WITH THE AIRPORT ENGINEERING A, THE SPRINKLER SYSTEM SHALL BE COMPLETE WITH ALL PIPE, Zvi AND THE ORLANDO INERNATIONAL AIRPORT FIRE DEPARTMENT � FITTINGS, VALVES, DRAINAGE SYSTEM AND VALVES, AVIATION UNIT, FSST SECTION. REQUESTS FOR SHUT ---DOWNS p L (u� IL SPRINKLER - HEADS, HANGERS AND SUPPORTS, ALSO . SHALL BE SUBMITTED NOT LESS THAN FIVE WORKING DAYS PRIOR MISCELLANEOUS WORK ITEMS, SUCH AS, SIGNS AS REQUIRED, TO SHUT -DOWN DATE, AND SHALL STATE EXPECTED LENGTHS OF VALVE TAGS, ETC., AND ALL OTHER RELATED EQUIPMENT, � SHUTDOWNS. APPARATUS, AND MATERIAL ITEMS NECESSARY FOR COMPLETE, re,. Ptaoa aemmu SATISFACTORY OPERATING AND APPROVED TYPE SYSTEM. H. "TENANTS CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE B. ALL PIPE FITTINGS, HANGERS, SUPPORTS, SPRINKLER THAT ALL SPRINKLERS ARE CAPPED AND SEALED THE END OF HEADS ETC. SHALL CONFORM TO THE BOCA �a EACH NIGHT. THE- SYSTEM WILL BE ACTIVATED EACH NIGHT BUILDING CODE AND NATIONAL FIRE PROTECTION AND THROUGHOUT THE WEEKENDS. ANY DAMAGES TO ASSOCIATION'S REQUIREMENTS AS TO TYPES OF MATERIALS, PROPERTY AND/OR PERSONS WILL BE THE RESPONSIBILITY cv N UJ puj ARRANGEMENT, SIZES, AND INSTALLATION EXCEPT THAT NO OF THE TENANT'S CONTRACTOR. ANY SPRINKLER WORK BEING FACE OR FLUSH BUSHING SHALL BE USED. REDUCING CONDUCTED BETWEEN 2230 AND 0500 MUST BE SCHEDULED FITTINGS SHALL. BE PROVIDED IN LIEU OF BUSHINGS. I-- WITH COAA'S. CONTACT THE COORDINATION SITE OFFICE FOR (D Z c� m Y v Q z FURTHER PROCEDURES AND SCHEDULED DRAIN -DOWN DATES AND TIMES. 2.02 SPRINKLER PIPING 0 A. ALL SPRINKLER PIPING SHALL BE SCHEDULE 40 BLACK STEEL 1.02 WORK INCLUDED PIPE PAINTED ASTM --53 RED WITH 150 LB BLACK MALLEABLE IRON SCREWED FITTINGS OR GROOVED PIOPE COUPLINGS A. WORK SHALL INCLUDE ALL SPRINKLER WORK FURNISHED AND TESTED AND APPROVED BY FACTORY MUTUAL. USE INSTALLED FOR THE CLIENT. GALVANIZED STEEL PIPE WHERE EXPOSED TO WEATHER. 1. ALL WORK SHALL COMPLY WITH THE DIVISION OF STATE FIRE MARSHAL_ UNIFORM FIRE SAFTERY RULES AND STANDARDS 2,03 SPRINKLER HEADS CHAPTER 4A-46, THE SOUTH FLORIDA BUILDING CODE, AND THE FLORIDA FIRE PREVENTION CODE AND A. CONCEALED SPRINKLER HEADS - RELIABLE MODEL 'G4FR', FM GOAA TENANT HANDBOOK , APPROVED AND UL LISTED, ADJUSTABLE TYPE. HEADS SHALL p 0 < BE 1 /2" STANDARD ORIFICE WITH 1 /2" NPT THREAD,165 2. WORK SHALL ALSO INCLUDE THE REMOVAL OF EXISTING Z Z 0r4 DEC. TEMPERATURE RATING. SPRINKLER PIPING, HEADS, AND SUPPORTS AS NOTED. n B. SPRINKLER HEAD LAYOUT SHALL BE BASED ON THE LOCATIONS <� INDICATED ON THE. PLANS; 'AND SHALL BE INSTALLED WITH 2.04 TAMPER SWITCHES NO TOLERANCE FROM THE CENTER OR CEILING TILE. THE ijj.. Q SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH A. WHERE INDICATED ON THE DRAWINGS, FURNISH AND INSTALL EXISTING CONDITIONS AND WITH WORK OF ALL OTHER VALVE TAMPER SWITCHES FOR SUPERVISION OF O.S.& Y. CONTRACTORS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHUT OFF VALVES. TAMPER SWITCHES SHALL BE ADT, ITT fC z OF ANY CONFLICTS IN WRITING BETWEEN THE OTHER TRADES GRINNELL. CORP., AUTO -CALL OR APPROVED OTHER. BEFORE INSTALLATION OF THE SPRINKLER SYSTEM. C. SPRINKLER SYSTEM SHALL BE: 2.05 WATER FLOW DETECTOR 1. A HYDRAULICALLY DESIGNED SYSTEM IN ACCORDANCE WITH A. WHERE INDICATED ON THE DRAWINGS FURNISH AND INSTALL ~0 THE STANDARDS OF THE NATIONAL FIRE PROTECTION WATER FLOW ALARMS. WATER FLOW ALARMS SHALL BE PADDLE ASSOCIATION. TYPE NON --CODED, RATED AT 120 VOLTS AD, 10 AMPS NORMALLY OPEN SWITCH, ACME TYPE 430 OR APPROVED 2. DESIGN SYSTEM TO CONFORM WITH BUILDING STRUCTURAL, OTHER MECHANICAL AND ELECTRICAL SYSTEMS, EITHER EXISTING a OR PROPOSED. 1 2 3 IF THIS DRAWINQ 15 L.FSS THAN 2?," X 34" IT 1$ A REDUr,IMD SIZE WIN 2,08 FLOOR CONTROL. DRAIN VALVE ASSEMBLY A. SPRINKLER COMBINATION TEST AND DRAIN VALVE SHALL BE AGF MODEL #1000 BRONZE TYPE, B. FURNISH AND INSTALL A ONE INCH INSPECTORS TEST VALVE ASSEMBLY WITH SIGHT CLASS AND A 1-1/4" SYSTEM DRAIN VALVE ALL IN ACCORDANCE WITH NFPA-13. 2.09 TAT ���p��IN CONNCONNEC- !I NS STAND A. PROVIDE TEST AND DRAIN ASSEMBLY DOWNSTREAM OF EACH WATERFLOW ALARM SWITCH, CONSISTING OF TEST AND DRAIN VALVES, SIGHT CLASS AND CALIBRATED ORIFICE, AND CONNECT IT TO DRAIN AS NOTED. 1, *APPROVED 'COMPACT COMBINATION TEST --DRAIN FITTINGS WITH THREADED ENDS, SIMILAR TO VICTAULIC STYLE 718, MAY BE USED. 2.10 PRESSURE GAUGE A. ASHCROF'I' SERIES 1079, OR APPROVED OTHER, 4--1/2" DIA- METER, 0-200 P.S.I. RANGE, 20 P.S.I. INTERVALS. 2.11 ESQ(TCHEONS A. PROVIDE ESCUTCHEONS ON ALL EXPOSED PIPING PASSING FHROUGH WALLS, PARTITIONS, FLOORS AND CEILINGS. ESCUTCHEON SHALL BE HELD IN PLACE BY INTERNAL TENSION OR SET SCREW. 2.12 GUARANTEE A. GUARANTEE FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER, ALL MATERIALS, APPARATUS AND WORKMANSHIP WHETHER FURNISHED BY HIMSELF OR BY HIS SUBCONTRACTORS AND FIE SHALL REPLACE OR REPAIR IN A MANNER APPROVED BY THE ARCHITECTS, WITHOUT COST TO TIME OWNER, ANY PART OR PARTS OF THE WORK WHICH MAY PROVE DEFECTIVE OR UNSATISFACTORY WITHIN THE PERIOD OF THE GUARANTEE. 2.13 AS -BUILT DRAWINGS A. PREPARE AND SUBMIT "AS -BUILT" DRAWINGS AT THE COMPLETION OF THE PROJECT. BUILDING NOTES 1. PROVIDE TEMPORARY FIRE PROTECTION DURING CONSTRUCTION 2. CONSTRUCTION SHALL COMPLY WITH THE REGULATIONS OF THE GOAA. 3. FIRE WATCH MAY BE REQUIRED BY INSPECTOR AT TIME OF INSPECTION. m A a a GI IN W's Lam. 1, 23 �. ww c~) Z :... w Z Q rn ' a �; - f- L, w o �arirn Z oo Zvi � o p 4 p L (u� IL � t re,. Ptaoa aemmu aCD rn �a v ®w w C, 4)! cv N UJ puj ix CD I-- (D Z c� m Y v Q z U) o 0 .a. . Z CL U U) cj� Cr_ D_ J LL) Z U p 0 < Z Z 0r4 2 n Lu LL <� O ijj.. Q �L � fC z fK Q ~0 a O a cUrJ � w Q m u� CD a co CD N W SV Q Z Q PROJ NO: 1s00.SQ5 ---- SCALE: _ DATE: 77/29/08 DESIGNED BY: OG DRAWN BY: DR CHECKED BY: OG SHEET TITLE: SPRINKLER SPECIFICATION SHEET NO, SP -301 SHEET OF a a G 8 2 3 ,-1-1/2" DROP. RUN TO CLOSEST guicrintr- rnu Fr POMAr L1 A 2 3 4 5 IF THIS DRAWING IS LESS THAN 22." X 34" IT IS A REDUCED SIZE DRAWING I C F.11 c b w LwLI U X wQ 10 ccoo ply t O O c,3 olrn U Z co N t ch UA o T- < CY Z N 9 tO / UU.MM7 PERSON WALMIQ DOGMVJITB: L ®U p co P"'N ci ®i.a co W W � r LU 0z LLu o N CYCD lo 66c a z �D N co Y � t¢- ) o wO -A r ♦: N N LU w/ O I 0. (L-.. D It QI Q.. z rrnn V C © 0 f - w u_ ��) Z Q z < LL Z ::. QO �o z W I� O z O f� a p Q) cr- CI) w U o m U) _� ca 00 CD w N (� u� r' - O PROD NO: 1500.305 SCALE._ DATE: 1':tY�'f.�_ DESIGNED BY: OG DRAWN BY: DR DRAWN CHECKED BY: 00- GSHEET SHEETTITLE: PLUMBING FLOOR, PLAN SHEET NO. P-101 SHEET OF I7 10 IN F.11 STANDARD WEIGHT STEEL PIPE SLEEVE TO PASS PIPE TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES SEAL OR CAULK SLEEVES THRU FIRE WALLS IN A SMOKE TIGHT MANNER, REFER 'TO SPECIFICATIONS 1/2" CLEAR MAXIMUM FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL AND OF SIZE TO COMPLETELY COVER OPENING (TYP. FOR EACH SIDE) N -- FINISHED WALL SURFACE CONCEALED PIPING PIPING EXPOSED TO VIEW SLEEVES A•NS ESCUTQFIEONS A. SLEEVES FOR PIPING THROUGH MASONRY WALLS SHALL BE SCHEDULE 40, STANDARD GALVANIZED STEEL PIPE; IN FRAMED PARTITIONS SHALL BE 20 GAUGE SHEET METAL. THE SPACE BETWEEN THE PIPE AND ITS SLEEVE SHALL NOT EXCEED ONE–HALF INCH. THE SLEEVE SHALL HAVE A SUFFICIENT LENGTH TO BE FLUSH WITH THE FINISHED WALL SURFACE, B- EXPOSED PIPING PASSING THROUGH WALLS, FLOORS OR CEILING SHALL BE FITTED WITH CHROMIUM --PLATED CAST BRASS ESCUTCHEONS WITH FASTENING SET SCREWS, CUTTING A ATC_i ►�I ,� A. PIPING PASSING THROUGH WALLS SHALL HAVE A TRIM OPENING CUT NO GREATER THAN NECESSARY FOR THE INSTALLATION OF A SLEEVE SECURED THEREIN. B. PIPING PASSING THROUGH CONCRETE FLOORS SHALL HAVE AN OPENING CORE DRILLED SO THAT THE SPACE BETWEEN THE OPENING AND THE PIPE SHALL NOT EXCEED ONE-HALF INCH. C. ANNULAR SPACES BETWEEN PIPING AND SLEEVES OR CORE DRILLED FLOOR OPENINGS SHALL BE PACKED WITH MINERAL WOOL AND SEALED, TO RETAIN THE FIRE INTEGRITY OF THE WALLS AND FLOORS, WITH A NON -HARDENING COMPOUND SIMMILAR OR EQUAL TO DUXSEAL AS MANUFACTURED BY THE J.M. CLIPPER CORP. TYPICAL DETAIL OF PIPE INSTALLATION THRU'RATED 'WALL TNOI TO SCALE TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES SEAL OR CAULK SLEEVE THRU FIRE WALLS IN A SMOKE TIGHT MANNER STD. WEIGHT STEEL PIPE SLEEVE OF SIZE TO PASS PIPE AND INSULATION PIPE AND INSULATION TO BE CENTERED IN SLEEVE -DO NOT SUPPORT PIPE FROM SLEEVE r FINISHED ESCUTCHEON PLATE FLUSH AGAINST \ \\\ WALL AND OF SIZE TO FINISHED WALL SURFACE COMPLETELY COVER \\\ OPENING CONCEALED PIPING PIPING EXPOSED TO VIEW INTERIOR WALL SEALING AND ANCHORING COLLAR SEAL WATERTIGHT WITH MASTIC OR ASPHALT CENTER PIPE IN SLEEVE FINISHED WALL SURFACE SEAL SLEEVE WITH rIGHTLY PACKED OAKUM & POURED LEAD COAT EXTERIOR Sl�FACES WITH 'FAR COMPOUND STANDARD WEIGHT STEEL PIPE SLEEVE INSTALLED , + r r DURING WALL CONSTRUCTION r r r + r r r CONTINUOUS WELD - ---- + , NOTES,• EXTERIOR WALLS 1. PIPE SLEEVE FOR EXTERIOR WALL ABOVE OR BELOW GRADE. 2. FOR GAS SERVICE, EXTEND SLEEVE 1" PAST INSIDE FACE OF & 4" PAST OUTSIDE FACE OF WALL. TYPICAL PIPE SLEEVES THRU WALL NOT TO SCALE H 2 1 3 4 5 2 THREADED CLEVIS HAS GALVANIZEC METAL SHIE INSULATION NOTE: HANGER, ROD AND INSERT SHALL BE DIPPED IN ZINC CHROMATE PRIMER PRIOR TO INSTALLATION. WITH INCOMPRESSIBLE INSULATING BLOCK AT HANGER PIPE DIAMETER SHIELD LENGTH SHIELD THICKNESS UP TO 3"� 6" 18 USSG .411 TO 6" 8" 16 USSG 8" & LARGER 12" 16 USSG ERT JBLE :KNUTS WITHOUT INCOMPRESSIBLE INSULATING BLOCK AT HANGER PIPE DIAMETER SHIELD _ LENGTH SHIELD THICKNESS UP TO 3" 12" l8 USSG 4" 15 16 USSG 5" 18 16 USSG 6" 21" 16 USSG 8"& LARGER 24" 14 USSG TYPICAL INSULATED PIPE SUPPORT, NOT TO SCALE 3 Ir- Ti -11,5 nRAkA)lN(-1 1 A. RFDi 03Fn SI?F, D 4 I 5 DI CI A J r•% c 'co, ww (rsa Z 2 ¢ oi a O or o 0 O ri 0 C� H Z N oa 0 H W a Q d o Lo J. 1PERSW SEALNG a0C xruac€ s: a. -e u a7 o' a N� L Qw z 0V u p r! o u InQ IP c F_ cn ��... 4� j C7 Z ty) z Dy) ow a )z U r � �• N N ��r*f: ' • �•' N z c1 O 'its . U w LL �J W0< Q Q (Y Z Z 0 D & yr !7� z.. (� �D (� o0 w0� LL cX, p (>i ✓j}} IN F vJ _zcn � Q z O z O F- C. o w co com wc Q o� 0 ca r- 0o CD � N cis U PROJ NO: 1500305 SCALE: DATE: 11&5M. 8 DESIGNED BY: OG DRAWN BY: DR CHECKED BY: OG SHEET TITLE: PLUMBING DETAILS SHEET SHEET NO. P-201 SHEET OF CL m 0 1 1. APPLICABLE STANDARDS CODES AND PUBLICATIONS A. THIS ENTIRE INSTALLATION SHALL BE TESTED AND INSTALLED TO CONFORM, AS -A MINIMUM, TO APPLICABLE PROVISIONS OF THE FOLLOWING CODES AND STANDARDS EXCEPT WHERE STRICTER REQUIREMENTS ARE SPECIFIED ELSEWHERE HEREIN OR SHOWN ON THE CONTRACT DRAWINGS: 1) FLORIDA BUILDING CODE, 2) SANFORD INTERNATIONAL AIRPORT BUILDING STANDARDS. 3) UNDERWRITERS' LABORATORIES, INC. 4) INTERNATIONAL BUILDING CODE INCLUDING ALL SEISMIC PROVISIONS. . WITH NFPA 54. 2. CONDINATION A. COORDINATE WITH OTHER TRADES AS NECESSARY TO FACILITATE TIMELY COMPLETION AND AVOID NECESSITY FOR CUTTING AND PATCHING. B. FURNISH TO OTHER AFFECTED TRADES ALL NECESSARY INFORMATION, WORKING DRAWINGS 'OR MATERIALS REQUIRED FOR INSTALLATION AND COMPLETION OF ALL WORK. C. COORDINATE THE WORK OF ALL SUBMITTALS FOR THE PURPOSE OF INSURING THAT NO CONFLICT EXISTS WITH THE INSTALLATIONS TO BE MADE BY OTHER ENTITIES, WITH FIELD CONDITIONS AND THE INTENDED OPERATION INCLUDING THE CAPABILITY OF PERFORMING ROUTINE AND MAJOR MAINTENANCE OF ALL COMPONENTS OF THE INSTALLATIONS. D. RISER SHUT—DOWNS SHALL BE PERFORMED AT CONTRACTOR'S COST AND AT DESIGNATED TIMES UNDER BUILDING MANAGER'S SUPERVISION AND ONLY WITH HIS APPROVAL. 3, SUBM TTAI S A. GENERAL 1) CATALOG CUTS SHALL BE REFERENCED TO THE SPECIFICAFIONS SECTION AND LOCATION WHERE THE ITEM IS TO BE USED. 2) INCLUDE ON EACH LAYOUT WORKING DRAWING, A CERTIFICATION THAT ALL RELATED CONDITIONS HAVE BEEN CHECKED WITH ALL TRADES, AND THAT NO CONFLICT EXISTS. WORKING DRAWING SUBMISSIONS WILL NOT BE APPROVED WITHOUT SUCH CERTIFICATION. 3) SUBMIT TO THE ENGINEER, FOR APPROVAL, A LIST OF ALL MATERIAL AND EQUIPMENT" MANUFACTURERS WHOSE PRODUCTS ARE PROPOSED, INCLUDING ALL DELIVERY DATES. 4) MAKE ALL SUBMITTALS SUFFICIENTLY IN ADVANCE OF FIELD REQUIREMENTS TO ALLOW AMPLE TIME FOR CHECKING. NO CLAIM FOR EXTENSION OF TIME WILL BE GRANTED BY REASON OF FAILURE IN THIS RESPECT AND NO WORK IN THE FIELD MAY BE STARTED WITHOUT' APPROVED SHOP DRAWINGS AND THE ENGINEER'S APPROVAL. 5) APPROVAL OF ANY SUBMITTAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF FURNISHING MATERIALS AND SYSTEMS OF PROPER DIMENSIONS, CAPACITIES, SIZES, QUANTITIES, QUALITY. AND INSTALLATION DETAILS, TO EFFICIENTLY PERFORM THE REQUIREMENTS AND INTENT OF' THE CONTRACT DOCUMENTS. SUCH APPROVAL SHALL NOT RELIEVE THIS CONTRACTOR FROM THE RESPONSIBILITY FOR ERRORS IN SUBMITTALS. 6) IF THE SUBMITTALS DIFFER FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, MAKE SPECIFIC MENTION OF SUCH DIFFERENCE IN LETTERS OF TRANSMITTAL, WITH A REQUEST FOR SUBSTITUTION, TOGETHER WITH REASONS THEREFORE, SO THAT, IF ACCEPTABLE, SUITABLE ACTION MAY BE TAKEN FOR PROPER ADJUSTMENT. FAILING THIS, THE CONTRACTOR WILL NOT BE RELIEVED OF THE RESPONSIBILITY FOR EXECUTING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, B, WORKING DRAWINGS 1) PIPING LOCATION LAYOUTS, INCLUDING METHOD AND LOCATION OF SUPPORTS. 2) REMOVAL OF EXISTING PIPING. 3) CUTTING AND PATCHING. C. CATALOG CUTS AND BROCHURES 1) PIPE AND FITTINGS. 2) HANGERS AND SUPPORTS, 3) SLEEVES AND ESCUTCHEONS. 4) VALVES, 5) SYSTEM IDENTIFICATION BANDS. 6) INSULATION. 7) FIXTURES AND TRIM. 4, MATERIALS, DELIVERY, STORAGE AND HANDLING A. DELIVER MATERIALS IN MANUFACTURER'S ORIGINAL UNOPENED PROTECTIVE PACKAGING. B. STORE MATERIALS IN ORIGINAL PACKAGING IN A MANNER TO PREVENT SOILING, PHYSICAL DAMAGE, WETTING OR CORROSION PRIOR TO INSTALLATION, C. HANDLE IN A MANNER TO PREVENT" DAMAGE TO FINISHED SURFACES. WHERE POSSIBLE, MAINTAIN PROTECTIVE COVERINGS UNTIL INSTALLATION IS COMPLETE AND REMOVE SUCH COVERS AS PART OF FINAL CLEAN—UP. D. TOUCH—UP ANY DAMAGE TO FINISHES TO MATCH ADJACENT SURFACES TO SATISFACTION OF ENGINEER, 5, INSPECTION A. ALL MATERIALS AND EQUIPMENT. DELIVERED TO THE SITE WILL BE INSPECTED. MATERIAL AND EQUIPMENT THAT IS DEFECTIVE OR FAILS TO CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS SHALL BE REMOVED IMMEDIATELY FROM THE CONSTRUCTION SITE AND REPLACED WITH NEW MATERIAL AND EQUIPMENT SATISFACTORY TO THE ENGINEER, A 6. CUTTING AND PATCHING A. WHERE CUTTING AND PATCHING OF CONSTRUCTION PERFORMED UNDER THIS CONTRACT BECOMES NECESSARY BECAUSE OF FAILURE TO PROPERLY COORDINATE THE MECHANICAL INSTALLATION WITH OTHER CONSTRUCTION, ARRANGE FOR PAI"CHING TO BE PERFORMED BY THE VARIOUS TRADES INVOLVED AND IN ACCORDANCE WITH APPLICABLE SPECIFICATIONS HEREIN SO AS TO MATCH ADJACENT SURFACES. B. PERFORM ALL PATCHING TO MATCH EXISTING ADJACENT CONSTRUCTION TO THE SATISFACTION OF THE ARCHITECT/ENGINEER AND USING THE BEST POSSIBLE WORKMANSHIP OF THE VARIOUS TRADES INVOLVED, 2 7. RECORDDRAWINGS A. FURNISH TO THE ENGINEER A COPY OF EACH APPLICABLE CONTRACT DRAWING NEATLY MARKED UP INDICATING THE ACTUAL FINAL INSTALLATION INCLUDING ALL DEVIATIONS OR REVISIONS NOT SHOWN ON THE ISSUED SET. 8. TESTS A. GENERAL 1) PERFORM TESTS AS HEREIN SPECIFIED ON THE VARIOUS PIPING SYSTEMS OR PORTIONS THEREOF PRIOR TO PAINTING, CONCEALING OR INSULATING. 2) NOTIFY. THE ENGINEER AND REPRESENTATIVES OF AGENCIES OR OTHER ENTITIES WHICH WOULD HAVE JURISDICTION AT LEAST 48 HOURS IN ADVANCE OF MAKING THE REQUIRED TESTS, SO THAT ARRANGEMENTS MAY BE MADE FOR THEIR PRESENCE TO WITNESS THE TESTS. 3) FURNISH AND INSTALL ALL DEVICES, MATERIALS, SUPPLIES, LABOR AND POWER REQUIRED IN CONNECTION WITH TESTS, MAKE ALL TESTS IN THE PRESENCE AND TO THE SATISFACTION OF THE ENGINEER AND REPRESENTATIVES OF THE AFORESAID AGENCIES OR OTHER ENTITIES. 4) SHOULD THE TESTS REVEAL ANY LEAKS OR OTHER EVIDENCE OF UNSATISFACTORY MATERIALS OR WORKMANSHIP, MAKE NECESSARY REPAIRS IMMEDIATELY, OR, IF REQUIRED BY THE ENGINEER, REPLACE DEFECTIVE WORK WITH NEW WORK WITHOUT ADDITIONAL COST TO THE AUTHORITY. REPEAT TESTS AS DIRECTED UNTIL THE ENTIRE INSTALLATION IS PROVEN SATISFACTORY. NO TEMPORARY METHOD OF REPAIRING LEAKS WILL BE PERMITTED. 5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PROPERTY OR INSTALLATION DAMAGED BY THE TESTS AND SHALL RESTORE THE DAMAGED ITEMS TO THEIR ORIGINAL CONDITION OR REPLACE THEM WITH NEW ITEMS, 6) DISPOSE OF WATER REMOVED FROM PIPE LINES IN A MANNER THAT WILL NOT CAUSE DAMAGE TO ANY PROPERTY. 7) PROVIDE AND INSTALL THE REQUIRED AIR VENTS IN THE PIPING SYSTEM TESTED. 8) ALL EQUIPMENT, CONTROLS, INSTRUMENTS AND VALVES SHALL BE ISOLATED FROM THE PIPING SYSTEM DURING TEST. B. PLUMBING 1) DOMESTIC WATER: CAP OR PLUG ALL OUTLETS, APPLY A HYDROSTATIC PRESSURE OF 125 PSI AND SUSTAIN SUCH PRESSURE FOR ONE HOUR. 2) SANITARY DRAINAGE: CAP OR PLUG ALL OUTLETS, APPLY A 10—FOOT HEAD OF WATER BEFORE MAKING CONNECTIONS TO EXISTING SYSTEM. AIR TESTS 3) TEST PIPING SYSTEM WITH COMPRESSED AIR AT A PRESSURE EQUAL TO SIX INCHES OF MERCURY (3 PSIG). USE A MERCURY GAUGE. TEST DURATION SHALL BE NOT LESS THAN ONE—HALF HOUR FOR EACH 500 CUBIC FEET OF PIPE VOLUME OR FRACTION THEREOF. WHEN TESTING A SYSTEM HAVING A VOLUME LESS THAN 10 CUBIC FEET, THE TEST DURATION MAY BE REDUCED TO 10 MINUTES. FOR PIPING SYSTEMS HAVING A VOLUME OF MORE THAN' 2.4,000 CUBIC. FEET, THE DURATION OF THE TEST NEED NOT EXCEED 24 HOURS. SHOULD THE TESTS REVEAL . ANY LEAKS OR DEFICIENCIES IN PIPING INSTALLED UNDER THIS SECTION, MAKE NECESSARY CORRECTIONS IMMEDIATELY AND FLUSH, CLEAN AND RETEST THE SYSTEM FOR THE ENGINEER'S APPROVAL AT NO ADDITIONAL COST. 9. PRODUCTS A. MANUFACTURER'S NAME AND NUMBERS ARE USED TO IDENTIFY THE TYPE AND QUALITY OF PRODUCTS REQUIRED, HOWEVER, PRODUCTS OF OTHER MANUFACTURERS WHICH ARE SIMILAR AND EQUAL MAY BE SUBMITTED FOR APPROVAL. B. PIPE SUPPORTS AND HANGERS 1) INSTALL SUITABLE AND SUBSTANTIAL PIPE HANGERS (ADJUSTABLE HEAVY CLEVIS TYPE), SUPPORTS, GUIDES AND ANCHORS ADEQUATE TO SUPPORT AND GUIDE THE PIPING, ALLOW FOR FORCES IMPOSED BY EXPANSION JOINTS, SATISFY STRUCTURAL REQUIREMENTS AND MAINTAIN PROPER CLEARANCES WITH RESPECT TO ADJACENT PIPING, EQUIPMENT AND STRUCTURES. 2) KEEP THE TYPES OF HANGERS TO A MINIMUM AND PROVIDE HANGERS THAT ARE NEAT, WITHOUT COMPLICATED BOLTING AND WITH THE NUMBER OF PARTS OF EACH HANGER AND ITS ANCHOR KEPT TO A MINIMUM. 3) HANGERS SHALL BE SUSPENDED FROM BEAM CLAMPS, BRACKETS, FISH PLATES, INSERTS OR OTHER APPROVED MEANS. FURNISH AND INSTALL ANY ADDITIONAL MISCELLANEOUS STEEL SUPPORTS BETWEEN BUILDING FRAMING MEMBERS AS MAY BE REQUIRED. 4) SUPPORT MAIN VERTICAL PIPING ON EVERY FLOOR WITH STEEL RISER CLAMPS. ADDITIONAL INTERMEDIATE SUPPORT BRACKETS, SECURED TO STRUCTURE, SHALL BE INSTALLED ON PIPING UTILIZING GASKET COUPLING JOINTS AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 5) COPPER PLATE ALL HANGERS THAT WILL BE IN DIRECT CONTACT WITH BRASS OR COPPER PIPING. 6) HANGERS, ANCHORS, GUIDES AND SUPPORTS SHALL BE MANUFACTURED BY GRINNELL CO., F & S CENTRAL IRON, FEE AND MASON, BLAW—KNOX CO.; OR ANOTHER APPROVED PIPE HANGER SPECIALIST AND SHALL BE FABRICATED IN ACCORDANCE WITH SECTION 6 OF ANSI B31.1, "CODE FOR PRESSURE PIPING". 7) BASE HANGER LOADS ON WEIGHT OF PIPE OR EQUIPMENT SUPPORTED, WEIGHT OF INSULATION COVERING, WEIGHT OF FLUID BEING TRANSPORTED WHICHEVER IS HEAVIER, 8) INSTALL PROTECTIVE SADDLES FOR INSULATED PIPING. 9) WHEN LOADS BETWEEN SUPPORTS CAN BE EXPECTED TO CAUSE A SAG IN THE PIPE IN EXCESS OF 1/4" REDUCE SPACING AS NECESSARY TO STAY WITHIN SUCH LIMIT. 10) UNLESS OTHERWISE SPECIFICALLY APPROVED, HANGER ROD SIZE AND SPACING SHALL BE WITHIN THE FOLLOWING LIMITS: 2 PIPE SIZE COPPER TUBE MAX HANGER SPACING MAX ROD SIZE 1/2" TO 1--1/4" 1-1/2" TO 2" 6 FT. 0. C. 3/8" CAST IRON 8 FT. 0. C. 3/8" ALL 5 FT. O.C. 3/8" AND BEHIND EVERY HUB IF THIS 3 3 SS TFIAI 172" X 4 10. VALVES A. GATE VALVES AS MANUFACTURED BY WALWORTH. 1) DOMESTIC WATER FOR 2" AND SMALLER — CLASS 15Q, BRONZE BODY, FULL PORT BALL VALVES , THREE PIECE DESIGN , THREADED OR SOLDERED ENDS. B. CHECK VALVE — NIBCO -- HOZT. SWING 200 UCWP, BRONZE. co C. BALL VALVE — NIBCO "-- 600 GWP BRONZE. 11. JOINTS A. THREADED JOINTS 1) SCREWED JOINTS SHALL BE MADE TIGHT WITHOUT THE USE OF WICKING. TEFLON TAPE AND/OR COMPOUND SUITABLE FOR THE TYPE OF SERVICE SHALL BE APPLIED TO MALE THREADS ONLY. O ccon,' o I— fy" co B. SOLDER JOINTS - ' F- Uzz((Z,),a, 1) 95-5 TIN ANTIMONY SOLDER HAVING A MELTING POINT GREATER THAN 4507. EXCESS SOLDER SHALL BE REMOVED WHILE STILL IN A MOLTEN STATE WITH A FILLET LEFT AT THE FACE OF THE FITTING. INTERNAL PARTS OF VALVES SHALL BE REMOVED BEFORE SOLDERING. w 12. PIPING A. INSTALL PIPING AS INDICATED ON THE CONTRACT DRAWINGS AND AS DIRECTED DURING INSTALLATION, STRAIGHT AND DIRECT AS POSSIBLE, FORMING RIGHT ANGLES OR PARALLEL LINES WITH BUILDING WALLS, NEATLY SPACED, RISERS PLUMB 'AND TRUE, AND AVOID INTERFERENCE WITH OTHER CONSTRUCTION. B. PIPING SHALL PITCH BACK TOWARD SYSTEM DRAIN VALVE AND ANY INSTALLED LOW POINTS OR POCKETS SHALL HAVE A HOSE END DRAIN VALVE. C. AVOID TOOL MARKS AND UNNECESSARY PIPE 'THREADS. BURRS FORMED WHEN GUTTING PIPE SHALL BE REMOVED BY REAMING. BEFORE INSTALLING PIPE, THOROUGHLY CLEAN THE INSIDE FREE OF CUTTINGS AND FOREIGN MATTER. CUT ALL PIPE SQUARE AND SMOOTH; MAKE UP ALL JOINTS TO REQUIRED LIMITS. D. ERECT ALL PIPING TO OBTAIN SUFFICIENT FLEXIBILITY TO PREVENT EXCESSIVE STRESSES IN MATERIALS AND EXCESSIVE BENDING MOMENTS AT JOINTS OR CONNECTIONS. INSTALL EXPANSION LOOPS, EXPANSION JOINTS AND SWING CONNECTIONS WHERE SHOWN ON THE CONTRACT DRAWINGS. E. MAKE CHANGES IN PIPE SIZE BY THE USE OF REDUCING FITTINGS. DO NOT USE REDUCING BUSHINGS EXCEPT BY APPROVAL OF THE ENGINEER. DO NOT USE CLOSE OR SHOULDER NIPPLES. F. ARRANGE WAFER PIPING SO THAT SYSTEM CAN BE COMPLETELY DRAINED. WHERE LINES ARE PURPOSELY PITCHED FOR DRAINAGE, A UNIFORM GRADE SHALL BE MAINTAINED. LINES SHALL BE SO SUPPORTED AS TO PREVENT POCKETING OF LIQUID, NO LINES SHALL HAVE POCKETS DUE TO CHANGES IN ELEVATION. G. INSTALLED PIPING SHALL NOT INTERFERE WITH THE OPERATION OR ACCESSIBILITY OF DOORS OR WINDOWS; SHALL NOT ENCROACH ON AISLES, PASSAGEWAYS AND EQUIPMENT; AND SHALL NOT INTERFERE WITH THE SERVICING OR MAINTENANCE OF ANY EQUIPMENT. ADJACENT PIPE LINES SHALL BE GROUPED IN THE SAME HORIZONTAL OR VERTICAL PLANE. H. COORDINATE AS NECESSARY TO INSURE THAT ALL HANGERS, SUPPORTS, SLEEVES AND OTHER BUILT—IN DEVICES ARE INCORPORATED IN FORMS OR IN MASONRY TO AVOID NECESSITY OF CUTTING FINISHED STRUCTURE. I. DOMESTIC COLD WATER AND HOT WATER PIPE SHALL BE TYPE "L", HARD DRAWN, COPPER TUBING WITH WROUGHT BRONZE FITTINGS FOR 150 POUND WATER WORKING PRESSURE AND WITH JOINTS OF 95-5 (TIN—ANTIMONY) SOLDER. NO SOLDER CONTAINING LEAD IS PERMITTED. 1. ALL SUPPLIES THROUGH WALLS TO FIXTURES SHALL BE 85% RED BRASS WITH THREADED BRASS FITTINGS. ALL EXPOSED PIPING IN FINISHED SPACES SHALL BE CHROME PLATED 85% RED BRASS. J. ABOVE GROUND PIPING: FOR SOIL, WASTE AND VENT BRANCH PIPING CONTRACTOR MAY USE "NO HUB" PIPING SYSTEM IN ACCORDANCE WITH THE THE FOLLOWING SPECIFICATIONS AND WITH THE STANDARDS OF THE CAST IRON SOIL PIPE INSTITUTE; 1) PIP CAST IRON SOIL PIPE, NO—HUB TYPE, WITH SIZE, WEIGHT PER FOOT AND MAKER'S NAME CLEARLY CAST OR STAMPED ON EACH LENGTH. PIPE SHALL BE MANUFACTURED BY A MEMBER OF THE CAST IRON SOIL PIPE INSTITUTE. 2) JOINT MECHANICAL JOINTS WITH STAINLESS STEEL NEOPRENE SLEEVE FOR -USE WITH CAST IRON SOIL PIPE (C.1,): CAST IRON, N0. -•--HUB TYPE, MANUFACTURED BY . A MEMBER OF THE CAST IRON SOIL PIPE INSTITUTE. K. WHEN INSTALLING NEW "Y" CONNECTIONS IN EXISTING RISERS (BELL & SPIGOT TYPE) A BELL & SPIGOT "Y" MUST BE USED WITH A "NO—HUB" BRANCH ADAPTER. 13. PROTECTION AND CLEANING A. PROTECT ENTIRE INSTALLATION FROM DAMAGE DURING CONSTRUCTION AND BE RESPONSIBLE FOR ALL DAMAGE UNTIL FINAL_ ACCEPTANCE OF THE WORK. ALL PIPES SHALL BE PROTECTED WITH SUITABLE COVERINGS AS SOON AS THEY ARE SET. ALL OPEN ENDS OF PIPES SHALL BE CLOSED BY A PLUG FITTING TO PREVENT OBSTRUCTION AND DAMAGE. B. ALL OPENINGS IN FLOORS SHALL BE COVERED AND PROTECTED DURING THE COURSE OF CONSTRUCTION. C, BEFORE FINAL CONNECTIONS ARE MADE AND BEFORE OPERATION OF EQUIPMENT AND PIPING, ALL PIPING SHALL BE THOROUGHLY BLOWN OUT, RODDED OUT, OR WASHED OUT AT LEAST TWICE IN A MANNER AS DIRECTED AND/OR APPROVED. BY THE ENGINEER, TO REMOVE ALL ACCUMULATION OF DIRT, CHIPS OR OTHER DELETERIOUS MATERIAL, MAKE ALL TEMPORARY CONNECTIONS AND FURNISH ALL APPLIANCES REQUIRED FOR THE PURPOSE OF CLEANING. D. UPON COMPLETION OF THE INSTALLATION AND WHEN DIRECTED BY THE ENGINEER REMOVE ALL PROTECTION MATERIALS, ALL SCALE, DIRT, GREASE, STAINS AND THE LIKE, AND LEAVE IN A CLEAN CONDITION FOR PAINTING. T IS A RLEDQC,,BD SIZE DRAWINQ 4 5 14 FLOOR DRAINS A. IN GENERAL DRAINS SHALL BE JOSAM, ZURN, SMITH OR APPROVED EQUAL. B. UNLESS OTHERWISE NOTED DRAINS SHALL BE DUCO COATED, CAST IRON, DOUBLE DRAINAGE PATTERNS, HUB AND SPIGOT, UNLESS OTHERWISE NOTED. DRAINS SHALL BE EQUAL TO THE FIGURE NUMBERS SHOWN AND OF SIZE REQUIRED. C. FLOOR DRAINS SHALL BE JAY R. SMITH FIG. NO, 2005--6 WITH SEDIMENT BUCKET, UNDER DECK CLAMP AND 8" SQUARE NICKEL BRONZE TOP, WITH NO --HUB OUTLET CONNECTION. D. SANITARY RECEPTOR SHALL BE AS SHOWN ON DRAWING. 15 BACKFLOW PREVENTION DEVICE A. VACUUM BREAKERS SHALL BE AS SHOWN ON DRAWINGS. 16. PIPE AND FITTING INSULATION A. INSULATE ALL DOMESTIC HOT WATER PIPING WITH MANVILLE MICRO LOK FIBERGLASS PIPE INSULATION. USE MICRO LOK AP—T PLUS VAPOR BARRIER INSULATION WITH PRESSURE SENSITIVE CLOSURE SYSTEM FOR COLD WATER, ELECTRIC WATER COOLER WASTE PIPING. THE INSULATION AVERAGE THERMAL CONDUCTIVITY SHALL NOT EXCEED 0.22 BTU PER INCL-!, PER SQUARE FOOT PER DEGREES F. PER HOUR AT A MEAN TEMPERATURE OF 75 DEGREES F. INSULATION THICKNESS SHALL CONFORM TO THE FOLLOWING TABLE: I S PIPING SYSTEM EjRE SIZ THICKNESS DOMESTIC COLD ALL WATER DOMESTIC !-TOT ALL 1 " WATER B. COLD WATER COVERING SHALL BE SECURED AS REQUIRED BY THE INSULATION MANUFACTURER AND SEALED WITH BENJAMIN FOSTER SEALFAS NO. 30-36 ADHESIVE. C. COVERING FOR FITTINGS - ALL FITTINGS THAT ARE REQUIRED TO COVERED SHALL BE INSULATED WITH ALUMINUM BACKED FIBERGLASS. 17. PREPARATION A. NOT APPLICABLE. 18. INSTALLATION A. FURNISH ALL LABOR, MATERIAL, INSTRUMENTS, SUPPLIES AND SERVICES AND BEAR ALL COSTS FOR THE ACCOMPLISHMENT OF THE TESTS HEREIN SPECIFIED. CORRECT ALL DEFECTS APPEARING UNDER TEST AND REPEAT THE TESTS UNTIL NO DEFECTS ARE DISCLOSED; LEAVE THE EQUIPMENT CLEAN AND READY FOR USE, B, THIS TRADE SHALL, DURING THE PROGRESS OF THE WORK OR UPON ITS COMPLETION AS ORDERED MAKE SUCH TESTS IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE BUILDING DEPARTMENT INSPECTORS, AND ANY OTHER AUTHORITIES HAVING JURISDICTION. C. THE PLUMBING TRADE SHALL PROVIDE ALL APPARATUS, TEMPORARY WORK OR ANY OTHER REQUIREMENTS NECESSARY FOR SUCH TESTS. HE SHALL TAKE ALL DUE PRECAUTIONS TO PREVENT DAMAGE TO THE BUILDING OR ITS CONTENTS THAT MAY BE INCURRED BY SUCH TESTS AS BE WILL BE REQUIRED TO REPAIR AND MAKE GOOD, AT HIS OWN EXPENSE, ANY DAMAGE CAUSED. D. ANY DEFECTS OR DEFICIENCIES DISCOVERED AS A RESULT OF TESTS SHALL BE IMMEDIATELY REPAIRED AND TESTS SHALL BE REPEATED UNTIL THE TEST REQUIREMENTS ARE FULLY COMPLIED WITH. E. NO CAULKING OF PIPE JOINTS TO REMEDY LEAKS WILL 13E PERMITTED EXCEPT WHERE LEAD AND ! OAKUM JOINTS ARE USED, F, IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO KEEP RECORDS ON ALL TESTING OFSYSTEMS. G. THE TESTING PROCEDURES LISTED ARE THE MINIMUM REQUIRED, ANY JURISDICTIONAL CODES THAT CALL -FOR ADDITIONAL REQUIREMENTS SHALL NATURALLY BE DONE. 19. DOMESTIC WATER SYSTEMS A. THE DOMESTIC WATER SUPPLY SYSTEMS SHALL BE TESTED TO A HYDRAULIC PRESSURE EQUAL TO 1-1/2 TIMES THE NORMAL OPERATING PRESSURE BEFORE BEING ENCLOSED AND BEFORE NON --CONDUCTING COVERING IS APPLIED. ALL LEAKS OR DEFECTS INDICATED BY TESTS SHALL BE REPAIRED OR REPLACED WITH NEW MATERIAL. RUN TEST WITHOUT A LOSS OF PRESSURE FOR A MINIMUM OF TWO HOURS. B. ALL EQUIPMENT SHALL_ BE TESTED AND ADJUSTED WHERE REQUIRED TO ASSURE PROPER OPERATION. 20. SANITARY AND STORM DRAINAGE SYSTEMS A. THE ENTIRE SANITARY WASTE, SOIL, DRAINAGE AND VENT SYSTEM SHALL BE TESTED. EACH SECTION OF DRAINAGE AND VENT ROUGHING PIPING TESTED SHALL HAVE ALL OPENINGS TIGHTLY CLOSED WITH SCREW PLUGS, OR EQUAL DEVICE AND SHALL STAND WITHOUT LOSS OF LEVEL FOR A PERIOD OF FOUR (4) HOURS WHEN FILLED WITH WATER TO PRODUCE AT LEAST A 10 --FOOT HEAD AT THE HIGHEST POINT OF THE SECTION TESTED. B. EACH SECTION OF ROOF DRAINAGE PIPING SHALL BE TESTED UNDER PRESSURE CORRESPONDING TO THE FULL HEAD OF WATER ATTAINABLE IN EACH PORTION OF THE SYSTEM C. THE SANITARY DRAINAGE AND VENT SYSTEM SHALL AGAIN BE "TESTED AND MADE TIGHT AFTER ALL PLUMBING FIXTURES ARE CONNECTED IN PLACE AND WITH WATER SEALS IN TRAPS BY MEANS OF STANDARD SMOKE OR CHEMICAL TEST AS REQUIRED BY THE PLUMBING INSPECTOR. 5 C LM IL C//D co q z Lo z Qo w cYj O ccon,' o I— fy" co ' F- Uzz((Z,),a, 0 O vi rn Fw_-�tT-iLIq T_ z�v w p O ; �l d �n (1) U_ , iPE»WM BEALWQ DOCOMEM ,ktn Ek GUth ®U 4 C3) p Cc v`f' Ow w u� � �z w cz w o z `o z �N co x ; �t� o \,Ju w � (/3 #� N 04 N w z �.��,... +� � .R N z CL O •:z' U O9 � w Q f_ IL LL z C/ 0 < <QIz a, W 0 W LI" 0 z ZWim. "ti ,".. "�"`' •'�I `f �-t co < o O z Q a, z � O ci7 c1� w Q w cn CO CD CD LU Q Ln Q va r Q _ 2 PROJ NQ: 1500.506 SCALE: DATE: DESIGNED BY: OG — DRAWN BY: DR CHECKED BY: OG SHEET TITLE: PLUMBING SPECIFICATION SHEET NO, P-301 SHEET OF I ELE TRICAL SPECIFICATIONS: 1. FURNISH ALL REQUIRED LABOR, MATERIALS, EQUIPMENT AND CONTRACTORS SERVICES NECESSARY FOR THE COMPLETES L 0 IN TA LAT€NOF ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A. LIGHT FIXTURES AND LAMPS. B. WIRING DEVICES. C. NEW CONDUIT AND BRANCH CIRCUIT WIRING, D. NEW PANELBOARDS. D E. CUTTING, CHANNELLING AND CHASING REQUIRED TO ACCOMMODATE THE INSTALLATION OF ELECTRICAL WORK AND ROUGH PATCHING. 2. DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK. CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL. APPLICABLE CODES, REGULATIONS BUILDING STANDARDS AND THE BEST PRACTICE OF THE TRADE FOR THE INSTALLATION OF ELECTRICAL WORK. 3. THE ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ORLANDO SANFORD INTERNATIONAL AIRPORT TENANT DESIGN CRITERIA, NATIONAL ELECTRICAL CODE OF THE NFPA-NEC, STANDARD OF THE NATIONAL BOARD OF UNDERWRITERS, OSHA, THE BUILDING MANAGEMENT STANDARDS, MDAD AND ALL AUTHORITIES HAVING JURISDICTION, THE CONTRACTOR SHALL_ SECURE ALL CERTIFICATES OF REQUIRED ORDINANCES, AND. DELIVER THEM TO THE OWNER'S REPRESENTATIVE. 4. THE CONTRACTOR SHALL HAVE HAD EXPERIENCE ON AT LEAST (2) PROJECTS INVOLVING QUANTITIES AND COMPLEXITIES AT LEAST EQUAL TO THOSE REQUIRED UNDER THIS PROJECT. THE CONTRACTOR SHALL VISIT AND EXAMINE CAREFULLY THE AREAS AFFECTED BY THIS WORK TO BECOME FAMILIAR WITH EXISTING C AND ND WITH DIFFICULTIES THAT WILL LL ATTEND THE EXECUTION OF tF1S WORK. THE CONTRACTOR SHALL PERFORM THIS PRIOR TO SUBMITTING HIS PROPOSAL. THIS WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE, AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT, OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE. 5. UPON REVIEW OF ELECTRICAL DRAWINGS PRIOR TO SUBMITTING HIS PROPOSAL, THE ELECTRICAL CONTRACTOR SHALL INFORM THE ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCIES OR REQUEST CLARIFICATION, IF NECESSARY, CONCERNING THE INTENT OF THE PLANS AND SPECIFICATIONS TO PROVIDE A COMPLETE ELECTRICAL INSTALLATION. LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS SHOULD SUCH PROCEDURE NOT BE FOLLOWED. 6. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS WHOSE WORK MIGHT AFFECT THIS INSTALLATION, CONTRACTORS SHALL ARRANGE ALL PARTS OF. THIS WORK AND EQUIPMENT IN PROPER RELATION TO THE'WORK AND EQUIPMENT OF OTHERS AND WITH BUILDING CONSTRUCTION AND ARCHITECTURAL FINISH SO THAT IT WILL HARMONIZE IN SERVICE AND APPEARANCE. C 7. THE DRAWINGS INDICATE SIZE AND GENERAL LOCATION OF WORK, SCALED DIMENSIONS SHALL NOT BE USED. THE EXACT. LOCATION AND ELEVATION OF ALL RECEPTACLES, SWITCHES, LIGHTING FIXTURES, ETC., SHALL BE DETERMINED FROM THE ARCHITECTS DRAWINGS. 8, TEMPORARY LIGHT AND POWER A. PROVIDE A TEMPORARY LIGHT AND POWER SYSTEM THROUGHOUT THE RENOVATION, IN ALL ROOMS, AREAS, SPACES, SHAFTS, LOFTS, ATTICS AND VAULTS 1N WHICH WORK IS TO BE PERFORMED AND IN ALL ANCILLARY STRUCTURES OF A PERMANENT OR TEMPORARY NATURE WHICH ARE USED TO PROVIDE STORAGE, EQUIPMENT, PERSONNEL OR SUPPORT SERVICES, AND A SITE LIGHTING SYSTEM TO PROVIDE A SAFE, SECURE CONSTRUCTION SITE IN ACCORDANCE WITH OSHA REQUIREMENTS. B, WHERE CONTRACT WORK IS TO BE PERFORMED IN EXISTING BUILDINGS, THE TEMPORARY LIGHT AND r - POWER SYSTEM SHALL CUNS1aT OF THE USE OF THE LIGHTS, PANELS, FEEDERS, RECEPTACLES, AND BRANCH CIRCUIT WIRINGY I TNA L PRESENTLY TL EXISTS T IN THE BUILDING TO THE EXTENT THAT IT MEET TME NEEDS OF A TEMPORARY LIGHT AND POWER SYSTEM, IF THESE FACILITIES DO NOT MEET DESIRED NEEDS, OR IF CONSTRUCTION IN AN AREA OF THE EXISTING BUILDING IS EXTENSIVE, OR IF THESE EXISTING FACILITIES ARE DEMOLISHED OR REMOVED THEN THE CONTRACTOR SHALL PROVIDE ALTERNATE TEMPORARY LIGHT AND POWER FACILITIES IN THOSE AREAS SIMILAR TO THAT REQUIRED FOR NEW CONSTRUCTION, 9. DEMOLITION NOTES: A. FOR ALL RENOVATED AREAS THE ELECTRICAL CONTRACTOR SHALL DISCONNECT FROM SOURCE AND REMOVE ALL EXISTING WIRING DEVICES, LIGHTING FIXTURES, ETC WHICH ARE NOT INDICATED TO REMAIN, COORDINATE ALL REMOVALS WITH THE ARCHITECT. THE ELECTRICAL CONTRACTOR SFIALL REMOVE ALL CONDUITS AND WIRING LEFT ABANDONED DUE TO THE REMOVAL OF LIGHTING FIXTURES, WIRING DEVICES ETC,. ALL ABANDONED CONDUIT SHALL BE REMOVED BACK TO THE QVERCURRENT DEVICE SERVING THE DEMOLISHED CIRCUIT. B. ELECTRICAL CONTRACTOR SHALL MAINTAIN THE CONTINUITY OF CIRCUIT WIRING FOR EXISTING DEVICES, ETC. THAT ARE TO REMAIN. WHERE EXISTING OUTLETS ARE NOT AT THE CIRCUIT DEAD END, PICK UP AND EXTEND CIRCUITS TO OUTLETS TO REMAIN. THIS WORK SHALL BE PERFORMED AT NO ADDITIONAL EXPENSE TO THE OWNER. WHERE A WIRING DEVICE IS TO BE REMOVED AND THE WALL IS TO REMAIN, THE ELECTRICAL CONTRACTOR SHALL DISCONNECT BRANCH WIRING FROM THE SOURCE AND FILL IN THE OUTLET BOX. BLANK PLATES WILL NOT BE PERMITTED. C. WHERE EXISTING WIRING, WHICH IS TO REMAIN, IS LEFT EXPOSED DUE TO DEMOLITION, THE ELECTRICAL S CONTRACTOR SHALL REMOVE THE EXPOSED PORTIONS AND EXTEND NEW CONDUIT AND WIRING CONCEALED TO OUTLETS TO REMAIN.' D. COORDINATE REMOVALS WITH OTHER TRADES WHERE APPLICABLE. REFER TO ARCHITECTURAL DRAWING FOR AREAS WHICH ARE NOT IN CONTRACT. E. SPARE CIRCUIT BREAKERS MADE AVAILABLE DUE TO DEMOLITION SHALL BE DESIGNATED ON PANELBOARD DIRECTORIES. F. "THE ELECTRICAL CONTRACTOR SHALL REMOVE ' ALL VOICE AND DATA WIRING LEFT ABANDONED DUE TO DEMOLITION. 1O,CUTTING AND PATCHING: A. ALL CUTTING AND PATCHING REQUIRED FOR EQUIPMENT INCLUDED IN THESE SPECIFICATIONS SHALL BE DONE BY THIS CONTRACTOR. IF CUTTING IS DONE DUE TO FAILURE TO PERFORM PRELIMINARY ROUGHING WORK, THIS CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF THE ADDITIONAL PATCHING. B. IN AREAS WHERE NEW WALLS OR PARTITIONS ARE REQUIRED THE CONTRACTOR SHALL FURNISH AND LOCATE ALL REQUIRED SLEEVES AND INSERTS BEFORE THE WALLS OR PARTITIONS ARE CONSTRUCTED. WHERE SLEEVES AND INSERTS WERE NOT INSTALLED OR WHERE SLEEVES AND INSERTS WERE INCORRECTLY LOCATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ANY REQUIRED CUTTING AND PATCHING, C. THIS -CONTRACTOR SHALL NOT DO ANY CUTTING THAT MAY IMPAIR THE STRENGTH OF BUILDING W CONSTRUCTION. NO OUTLETS, SWITCHES OR SIMILAR DEVICES SHALL BE PERMITTED TO BE CHOPPED INTO Q ANY CORE WALL, NO HOLES, EXCEPT FOR SMALL SCREWS MAY BE DRILLED IN BEAMS OR OTHER STRUCTURAL MEMBERS WITHOUT OBTAINING PRIOR APPROVAL. ALL WORK SHALL BE DONE IN A NEAT MANNER BY MECHANICS SKILLED IN THEIR TRADES AND AS APPROVED. 11. LIGHTING FIXTURES: GENERAL: A. LIGHTING FIXTURES SHALL BE AS SPECIFIED ON THE LIGHTING FIXTURE SCHEDULE. ALL LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. SUPPORTS: A. RECESSED FIXTURES SHALL BE FURNISHED COMPLETE WITH MOUNTING DEVICES AND ACCESSORIES. WHERE w NECESSARY TO MEET -CODE REQUIREMENTS, ENCLOSURE HOUSINGS SHALL BE SUITABLE FOR A 1 -HOUR FIRE G RATING 'OR CONCRETE POUR REQUIREMENTS. ATTACHMENT DEVICES INCLUDING BRACKETS, PLASTER RINGS, SADDLE HANGARS, AND TIE BARS SHALL BE MADE OF FORMED OR ROLLED METAL SHAPES WITH THE A REQUISITE RIGIDITY AND STRENGTH TO MAINTAIN CONTINUOUS ALIGNMENT OF THE INSTALLED FIXTURE. B. FIXTURES SHALL BE ATTACHED TO CEILING SUPPORTING MEMBERS, AND SHALL NOT DEPEND UPON a LATHING OR PLASTER FOR ALIGNMENT OR SUPPORT, FIXTURES IN SUSPENDED CEILINGS SHALL BE SUPPORTED z BY SADDLE HANGARS OR TIE --BARS ATTACHED TO RUNNERS OR BETWEEN CROSSBARS OF CEILING SYSTEMS. MOUNTING SPLINES OR OTHER POSITIVE MEANS OF MAINTAINING ALIGNMENT AND RIGIDITY SHALL BE PROVIDED. SUPPORTING MEMBERS SHALL BE SURFACED PASSIVATED, AND SHALL BE PRIMED OR PAIN -r DIPPED TO RESIST CORROSION. FASTENING DEVICES SHALL BE OF A POSITIVE, LOCKING TYPE, AND SHALL NOT REQUIRE THE USE OF SPECIAL TOOLS TO APPLY OR REMOVE. TIE WIRES SHALL NOT BE USED IN PLACE OF FASTENING DEVICES, 2 I 3 I 4 1 5 LIGHTING FIXTURE HOOKUP WIRE: NL 16. CONDUCTORS: ELECTRICAL DEMOLITION NOTES: A. SPLICES SHALL NOT BE PERMITTED IN ANY RUN OF FIXTURE HOOKUP WIRE.. A. ALL CONDUCTORS SHALL BE TINNED SINGLE CONDUCTOR COPPER, TYPE THHN INSULATED, 600 VOLT ELECTRICAL POWER & LIGHTING PLANS & NOTES E-102 B. CONNECTIONS TO BRANCH CIRCUIT CONDUCTORS AND TO EXISTING FIXTURE WIRING SHALL BE MADE BY a RATED INSULATION AND A MINIMUM OF 98! CONDUCTIVITY. 1. THE CONTRACTOR SHALL VISIT THE PREMISES AND COMPARE SAME WITH A FULL SET INSULATED SPRING CONNECTORS OR CRIMP TYPE CONNECTORS. B. THE MINIMUM WIRE SIZE FOR BRANCH CIRCUIT WIRING SHALL BE NO. 12 AWG EXCEPT 120 VOLT CIRCUITS OF BID DOCUMENTS AND SPECIFICATIONS AND SATISFY HIMSELF OF THE CONDITIONS OVER 100' IN LENGTH SHALL BE NO. 10 AWG. EXISTING AT THE BUILDING BEFORE DELIVERY OF HIS PROPOSAL. NO ADDITIONAL LIGHTING FIXTURE LAMPS: C. CONDUCTORS NO. 10 AND LARGER SHALL BE STRANDED. ALLOWANCE WILL BE MADE TO THE CONTRACTOR DUE TO HIS NEGLECT OR FAILURE A. LAMPS SHALL BE THOSE MANUFACTURED BY GENERAL ELECTRIC CO. WESTINGHOUSE ELECTRIC CORP. OR D. 120/208 VOLT SYSTEM: PHASE "A" -BLACK, PHASE "B"- RED, PHASE "C" --BLUE, NEUTRAL -WHITE; TO- COMPLY WITH THE SPECIFIED REQUIREMENTS. SYLVANIA ELECTRIC PRODUCTS INC.. ALL FLUORESCENT LAMPS SHALL BE WARM WHITE, WATT MISER WHERE 277/480 VOLT SYSTEM: PHASE "A" ---BROWN, PHASE "B" -ORANGE, PHASE "C" -YELLOW, NEUTRAL --WHITE, 2, NOTES AND GRAPHIC REPRESENTATIONS SHALL NOT LIMIT THE EXTENT OF APPLICABLE. INCANDESCENT LAMPS SHALL BE RATED AT 125 VOLTS EXCEPT WHERE OTHERWISE NOTED. E. ALL WIRES SHALL BE IDENTIFIED BY CIRCUITS IN ALL CABINETS, BOXES, WIRING TROUGHS AND OTHER DEMOLITION REQUIRED. CONTRACTOR SHALL VISIT THE SITE, CAREFULLY EXAMINE B. THE CONTRACTOR SHALL INSTALL NEW LAMPS IN ALL NEW FIXTURES, ENCLOSURES, AND AT ALL TERMINAL POINTS, I.E. RECEPTACLES ETC., THE CIRCUIT DESIGNATIONS SHALL BE EXISTING CONDITIONS AND SHALL PERFORM ALL DEMOLITION REQUIRED TO ACHIEVE C. PRIOR TO THE ISSUANCE OF THE CERTIFICATION OF FINAL COMPLETION, ALL LAMPS WHICH ARE MISSING, AS SHOWN ON THE CONTRACT'DRAWINGS OR AS DIRECTED BY THE ARCHITECT. TAGS SHALL BE ATTACHED r THE FINAL DESIGN INTENT AS REQUIRED BY THE CONTRACT DOCUMENTS, EXTENT OF BROKEN OR BURNT OUT SHALL BE FURNISHED AND REPLACED BY THE ELECTRICAL CONTRACTOR TO THE TO WIRES SO THAT THEY WILL BE READILY VISIBLE. BRADY B-500 VINYL CLOTH WIRE AND TERMINAL m z co ALL DEMOLITION WORK SHALL BE COORDINATED WITH THE ARCHITECT, SATISFACTION OF THE ARCHITECT, MARKERS SHALL BE USED FOR ALL WIRE IDENTIFICATION. 3. ALL WORK REQUIRED TO REMAIN IN SERVICE BUT INTERFERING WITH THE Lu F. LEAVE ALL WIRES WITH SUFFICIENT SLACK AT TERMINAL ENDS FOR CONVENIENT LOCATIONS TO DEVICES, ALTERATIONS SHALL BE RELOCATED AND RECONNECTED USING MATERIALS AND INSTALLATION AND LOCATION OF LIGHTING FIXTURES: AND FOR CONVENIENT SERVICING. MAKE SPLICES IN FEEDER TAPS IN PANEL BOX GUTTERS WITH PRESSURE STANDARDS OF THIS CONTRACT. A. FIXTURE LOCATIONS AS INDICATED ON THE ELECTRICAL DRAWINGS ARE GENERALIZED AND APPROXIMATE. TYPE CONNECTORS - BURNDY, NEPCO, OR O.Z. WITH COMPOSITION INSULATING COVERS. 4, EQUIPMENT AND WIRING TO BE REMOVED SHALT._ BE DE -ENERGIZED PRIOR TO ANY THE CONTRACTOR SHALL CAREFULLY VERIFY FIXTURE LOCATIONS WITH ARCHITECTURAL PLANS, REFLECTED G. SPLICES IN BRANCH WIRING SHALL BE TWISTED AND MADE MECHANICALLY TIGHT; THEN SECURE WITH 3M DEMOLITION WORK. TEMPORARY LIGHTING SHALL BE PROVIDED ON THE ENTIRE CEILING PLANS AND OTHER REFERENCE DATA PRIOR TO INSTALLATION, SCOTCHLOCK OR THOMAS' AND BETTS PIGTAIL CONNECTORS, CRIMP'TYPE CONNEC"PIONS SHALL NOT BE USED. FLOOR BEING DEMOLISHED UNTIL THE WORK IS DONE. B. WIRING BETWEEN FLUORESCENT LAMPHOLDERS AND ASSOCIATED OPERATION AND STARTING EQUIPMENT H. THE COLOR OF SWITCH LEGS MUST MATCH PHASE CIRCUIT COLOR. 5. EQUIPMENT INDICATED TO BE REMOVED SHALL BE TAKEN FROM THE SITE AND SHALL BE OF THE SAME OR HEAVIER GAUGE THAT THE LEADS FURNISHED WITH THE APPROVED TYPES OF DISPOSED OF IN ACCORDANCE WITH APPLICABLE LAWS AND ENVIRONMENTAL BALLASTS AND SHALL HAVE EQUAL OR BETTER INSULATING AND HEAT -RESISTING CHARACTERISTICS. ALL 17, GROUNDING: v REGULATIONS, EQUIPMENT REQUIRED TO BE TURNED OVER TO THE OWNER SHALL OTHER WIRING WITHIN FLUORESCENT LIGHTING FIXTURES OR FROM THE FIXTURE TO THE SPLICE SHALL <C 66 :- BE PLACED IN A MUTUALLY ACCEPTABLE LOCATION. CONFORM TO THE LATEST PUBLISHED ISSUE OF THE NATIONAL ELECTRICAL CODE. C. UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS, ALL WIRING IN CONJUNCTION WITH A, METAL RACEWAYS, METAL ENCLOSURES OF ELECTRICAL DEVICES AND EQUIPMENT, LIGHTING STANDARDS 6 FOR FEEDERS AND BRANCH CIRCUITS THAT ARE TO BE REMOVED --CONDUIT AND SUPPORTS SHALL BE INCANDESCENT FIXTURES SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE. AND AND OTHER EQUIPMENT SHALL BE COMPLETELY GROUNDED IN AN APPROVED MANNER, B. PROPER HARDWARE FOR A COMPLETE GROUNDING SYSTEM SHALL BE INSTALLED BY THE CONTRACTOR. REMOVED 1'0 THE PANEL OF ORIGINAL OR THE BOUNDARY OF THE PROJECT AREA. WIRING SHALL BE SHALL NOT BE LESS THAN NO. 16 GAUGE, WIRING SHALL BE PROTECTED WITH TAPE OR TUBING AT ALL C, THE SERVICE SYSTEM, NEUTRAL CONDUCTOR SHALL NOT BE BONDED TO EQUIPMENT GROUND AT ANY REMOVED TO THE PANEL OF ORIGIN. WHERE EMPTY CONDUITS REMAIN, INSTALL A PULL STRING AND IDENTIFY POINTS WHERE ABRASION IS LIABLE TO OCCUR. WIRING SHALL BE CONCEALED WITHIN FIXTURE CONSTRUCTION, POINT IN THE SYSTEM, EXCEPT AT THE SUBSTATION. AT BOTH ENDS' EXCEPT WHERE THE FIXTURE DESIGN OR MOUNTING DICTATES OTHERWISE. D. WHEREVER A GROUND CONDUCTOR IS REQUIRED, A SEPARATE DEDICATED GROUND WIRE SHALL BE 7.. FOR FEEDERS AND BRANCH CIRCUITS THAT ARE TO BE RE -USED - REMOVE CONDUIT AND WIRING TO D. CONNECTIONS TO TERMINALS OF LA PHOLDERS AND OTHER ACCESSORIES SHALL BE MADE IN A NEAT INSTALLED. LOCATIONSWHICH AVOID CONFLICTS IH NEW WORK INSTALL JUNCTION BOXES, TAPE OFF CONDUCTORS AND WORKMAN LIKE MANNER AND SHALL BE ELECTRICALLY AND MECHANICALLY SECURE WITH NO LOOSE E. GROUNDFAULT PROTECTION SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND FOR ALL AND IDENTIFY WITH PANEL AND CIRCUIT NUMBER. ENDS PROTRUDING. THE NUMBER OF WIRES EXTENDING TO OR FROM THE TERMINALS OF A LAMPHOLDER OR RECEPTACLES AND EQUIPMENT LOCATED WITHIN 6' OF RUNNING WATER. 8, FOR FEEDERS AND BRANCH CIRCUITS THAT ARE TO BE ABANDONED - DISCONNECT, TAPE OFF CONDUCTORS OTHER ACCESSORY SHALL NOT EXCEED THE NUMBER WHICH THE ACCESSORY IS DESIGNED TO ACCOMMODATE. F. GROUND WIRE REQUIRED IN ALL CONDUIT PER DOM, AT BOTH ENDS AND IDENTIFY. PROVIDE JUNCTION BOXES AT BOTH ENDS. E. JOINTS IN WIRING WITHIN LIGHTING FIXTURES AND CONNECTIONS OF THE FIXTURE WIRING TO THE WIRING 9. PROVIDE BLANK COVER PLATES AT OPEN BOXES WHERE EXISTING RECEPTACLES OR IN THE BUILDING SHALL BE SO SPLICED THAT THEY WILL BE MECHANICALLY AND ELECTRICALLY SECURED AND 18. WIRING DEVICES: ELECTRICAL DEVICES ARE REMOVED FROM ENCLOSURES, INDUCTION UNITS OR THEN SOLDERED AND TAPED TO PROVIDE.INSULATION EQUAL TO THAT OF THE CONDUCTORS BEING JOINED. IN SURFACES NOT INDICATED TO BE REPAIRED OR REFINISHED. LIEU OF SOLDER AND TAPE, APPROVED TYPES OF ADEQUATELY INSULATED SOLDERLESS PRESSURE CRIMP A. WIRING DEVICES SHALL 'BE OF THE SPECIFICATION GRADE. ALL DEVICES SHALL BE FLUSH MOUNTED TYPE CONNECTORS MAY BE FURNISHED, PROVIDED SIZES USED, METHOD OF APPLICATION, AND TOOLS UNLESS OTHERWISE NOTED. COLOR OF DEVICE PLATE SHALL BE AS DIRECTED BY THE ARCHITECT. 10, THE REMOVAL OF ALL FIRE ALARM, COMMUNICATIONS, DATA AND SECURITY EMPLOYED ARE IN ACCORDANCE WITH THE CONNECTOR MANUFACTURERS RECOMMENDATIONS. B. ALL CONVENIENCE RECEPTACLES SHALL BE OF THE GROUNDING "TYPE. EQUIPMENT AND ASSOCIATED CABLING SHALL. BE COORDINATED WITH BUILDING w C. SINGLE POLE TOGGLE SWITCHES SHALL BE RATED 277 VOLT, 20 AMPERES, QUIET OPERATION, COLOR OF OPERATING PERSONNEL. EXISTING BASE BUILDING FIRE ALARM SYSTEM 12. CIRCUIT BREAKER TYPE PANELBOARDS: DEVICE PLATE SHALL BE AS DIRECTED BY'THE ARCHITECT. SHALL REMAIN IN OPERATION DURING BOTH DEMOLITION AND CONSTRUCTION D. SWITCH AND RECEPTACLE PLATES SHALL BE PLUMB AND SHALL FIT FLAT AGAINST THE WALL. STAGES OF THIS PROJECT, A. CIRCUIT BREAKERS SHALL BE BOLTED TO THE PANELBOARD COPPER BUS BARS WHICH SHALL BE E. PROVIDE MULTIGANG FACEPLATES WHERE .MULTIPLE SWITCHES AND/OR DIMMERS ARE INDICATED, 11. PROVIDE:. ADDITIONAL. SUPPORT FOR ALL EXISTING CONDUITS, LOW VOLTAGE PROPORTIONED FOR A CURRENT DENSITY OF 1000 AMPERES PER SQUARE INCH OF CROSS SECTIONAL AREA. F. WHERE SWITCHES AND DIMMERS ARE GANGED, PROVIDE SWITCHES BY SAME MANUFACTURER AS DIMMER CABLING AND DEVICES TO REMAIN WHICH ARE AFFECTED BY DEMOLITION OF PROVIDE A COPPER GROUND BUS IN PANELS WHERE INDICATED. CIRCUIT BREAKERS SHALL BE QUICK ---MAKE, WITH MULTIGANG FACEPLATE. EXISTING CEILINGS AND PARTITIONS. QUICK -BREAK COMPENSATED FOR AMBIENT TEMPERATURES AND SHALL HAVE A MINIMUM SHORT CIRCUIT 12, ALL WORK SHALL BE PROPERLY IDENTIFIED AFTER DEMOLITION, UPDATE ALL PANEL RATING OF 10,000 AMPERES SYMMETRICAL OR HIGHER WHERE NOTED. 19, FIRE ALARM SYSTEM: SCHEDULES TO *REFLECT EQUIPMENT AND CIRCUIT REMOVALS. B. CABINET SHALL BE MADE OF SHEET METAL "BENT --UP" OR RIVETED OR BOLTED TOGETHER WITH 13. THE WORtC SHALL INCLUDE THE FURNISHINGS OF ALL MATERIAL CUTTINGS, EXTERIOR ANGLE IRON FRAME CABINET SHALL BE OF SUFFICIENT SIZE TO ALLOW A GUTTER AT LEAST 4" IN A. WHERE CONSTRUCTION INTERFERES WITH EXISTING FIRE ALARM EQUIPMENT, OR IT IS LOCATED ON EXTENSIONS, CONNECTIONS, REPAIRING, ADAPTING AND OTHER WORK INCIDENTAL WIDTH ENTIRELY SURROUNDING EACH SECTION OF THE BOARD. INCREASE SIZE TO ACCOMMODATE THE FEEDER EXISTING WALLS TO BE DEMOLISHED, IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO NOTIFY THE THERE TO, TOGETHER WITH SUCH TEMPORARY CONNECTIONS AS MAY BE REQUIRED. SIZE. PANELBOARDS SHALL BE SURFACE OR FLUSH TYPE AS INDICATED ON THE DRAWINGS. PANELBOARDS BUILDING OWNER AND RELOCATE IT AT THE OWNERS DIRECTION. DO -NOT REMOVE F/A DEVICES UNLESS 14. THE WORK SHALL INCLUDE THE REMOVAL OF MATERIALS AS DIRECTED. PRIOR TO SHALL BE PAINTED WITH 2 COATS OF GREY ENAMEL, C. PROVIDE CODE GAUGE STEEL DOORS AND TRIMS FOR ALL PANEL BOARD BOXES, TRIMS SHALL BE DIRECTED TO 00 SO BY THE BUILDING. 11" IS THIS CONTRACTOR'S RESPONSIBILITY TO MAINTAIN FIRE ALARM REMOVING EQUIPMENT AND MATERIALS FROM PROJECT SITE THE OWNER'S ATTACHED DIRECTLY TO BOX BY INDICATING TYPE CLAMPS ATTACHED THROUGH HOLES IN TRIM AND SPEAKERS, SMOKE DETECTORS AND OTHER FIRE SAFETY DEVICES IN OPERATION AT. ALL TIMES. MANAGER WILL INSPECT AND ADVISE WHICH ITEMS WILL BE RESTORED, SUPPORTING BOX FRAME, PROVIDE LOCKS AND HINGES.SHALL IF ANY PERMANENT BUILDING INSTALLATIONS SUCH AS SMOKE DETECTORS, CORRIDOR PA SYSTEMS, FIRE 1 . 5 REMOVAL EM AL OF EXISTING EQUIPMENT S BE COORDINATED WITH REMOVAL AND D. PANELS SHALL BE AS MANUFACTURED BY SQUARE D, GENERAL ELECTRIC OR APPROVED EQUAL. ALARM STATIONS, ELEVATOR SIGNS,. LIGHTING IN ELECTRIC OR PORTERS CLOSETS, PIPE SHAFTS, ELECTRIC PARTITIONS. E. A TYPE WRITTEN LIST OF CIRCUITS SHOWING CLEARLY THE POINTS SUPPLIED BY EACH CIRCUIT SHALL BE G GABS, ETC. ARE TO BE ALTERED OR RELOCATED, THE BUILDING MANAGEMENT OFFICE SHALL BE NOTIFIED 16. THIS CON'FRAC, FOR !SHALL BE RESPONSIBLE FOR ASCERTAINING WHICH EXISTING INSTALLED ON THE INSIDE OF EACH PANELBOARD DOOR. THIS LIST SHALL BE MOUNTED IN A STEEL FRAME BEFORE PROCEEDING. CIRCUITS ARE CONNECTED TO EXISTING EQUIPMENT TO REMAIN AND SHALL MAINTAIN UNDER A PLASTIC WINDOW. EACH PANEL SHALL BE EXTERNALLY TAGGED WITH A PERMANENT LAMACOID CONTINUITY OF SERVICE TO SUCH EQUIPMENT WITH EITHER NEW CIRCUITING OR PLATE INDICATING PANEL IDENTIFICATION AND VOLTAGE. r ' THE. ELECTRICAL CONTRACTOR MUST COORDINATE THE COMPLETE INSTALLATION WITH THE BUILDIN S FIRE EXTENSION OF EXISTING CIRCUITING (TOILETS, JANITOR'S CLOSETS, SERVICE ELEVATOR F. PHASE LEGS OF ALL PANELS NEW AND EXISTING)SHALL BE BALANCED AT SUPPLY- POINT. ANY PANEL ALARM SYSTEM CONTRACTOR. THE ELECTRICAL CONTRACTOR MUST SUBMIT WIRING DAGRAMS (PRODUCED BY LOBBY AND RECEPTACLES IN CORE CORRIDORS). WHERE PORTIONS OF EXISTING FOUND WITH UNBALANCED LOADS SHALL HAVE ITS CIRCUITS REARRANGED AS REQUIRED TO BALANCE PHASE THE BASE BUILDING FA CONTRACTOR) TO THE ENGINEER FOR ANY MODIFICATIONS TO THE FIRE ALARM BRANCH CIRCUITS ARE REMOVED, MAINTAIN THE CONTINUITY OF CIRCUITING TO LEGS. SYSTEM. THE ELECTRICAL CONTRACTORS BID SHALL INCLUDE TESTING BY THE BASE BUILDING FA REMAINING DEVICES. 13. SAFETY SWITCHES: CONTRACTOR. 17. THIS CONTRACTOR SHALL BE RESPONSIBLE. FOR ASCERTAINING WHICH EXISTING CIRCUITS ARE CONNECTED TO CONSTANT CIRCUITS (NIGH"f LIGHTS, EXIT LIGHTS, ETC.), A. UNLESS OTHERWISE NOTED, SWITCHES SHALL_ BE "QUICK MAKE", "QUICK BREAK", HEAVY DUTY TYPE 20. ALL CONTROL WIRING ASSOCIATED WITH MECHANICAL EQUIPMENT SHALL BE PROVIDED BY THE 18. THIS CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY LIGHT AND POWER TO SAFETY SWITCHES FUSED OR NON FUSED AS INDICATED ON THE DRAWINGS. PROVIDE ALL FUSES AS MECHANICAL CONTRACTOR. 21. OPENINGS AROUND ELECTRICAL. PENETRATIONS THROUGH FIRE RESISTANCE RATED WALLS, PARTITIONS, INSURE THE SAFETY OF PERSONNEL AND POWER REQUIREMENTS OF THE VARIOUS INDICATED OR REQUIRED BY EQUIPMENT MANUFACTURER. FLOORS OR CEILINGS SHALL BE FIRE STOPPED USING APPROVED METHODS. TRADES. B. SWITCHES SHALL BE AS MANUFACTURED BY GENERAL ELECTRIC, ITE, WESTINGHOUSE, OR SQUARED 22, ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF 19. WHEN REMOVING EXISTING ELECTRICAL AND TELEPHONE FLOOR OUTLETS, THIS CONTRACTOR SHALL PATCH C. FUSES FOR SWITCHES SHALL BE CURRENT LIMITING TYPE WITH A MINIMUM INTERRUPTING CAPACITY OF FINAL ACCEPTANCE OF THE INSTALLATION. OPENING FLUSH WITH FLOOR WITH SUITABLE MATERIALS TO MATCH EXISTING, ALSO REMOVE ALL DEBRIS AND 200,000 AMPERES RMS AND OF THE CONTINUOUS CURRENT RATINGS AS INDICTED ON THE DRAWINGS OR AS EXISTING WIRE AND CABLE NO LONGER BEING USED, THIS CONTRACTOR SHALL MAINTAIN CONTINUITY OF RECOMMENDED BY THE MANUFACTURER. 23, POWER INTERRUPTION NOTE: SERVICE TO EXISTING OUTLETS WHICH ARE TO REMAIN. 14. RACEWAYS AND BOXES: 20. THIS CONTRACTOR SHALL MAINTAIN CONTINUITY OF SERVICE TO EXISTING BUILDING r SHUT FF PRIOR 0 THE TRACTOR PERFORMING ANY WOfZK € RACEWAYS ELECTRICAL POWER MUST BE aI U Q I 7 TH NN FIRE ALARM SYSTEM. (COORDINATED WITH BUILDING MANAGER.) A. NO OUTLETS OR SWITCHES OR SIMILAR DEVICES SHALL BE PERMITTED TO BE CHOPPED INTO ANY CORE WITH LIVE ELECTRICAL CIRCUITS OR ANY OTHER LIVE ELECTRICAL CIRCUITS OR EQUIPMENT. WHEN SWITCHES 21, THIS CONTRACTOR SHALL REMOVE ALL EXISTING POWER AND COMMUNICATION/TEL. WIRES FROM HUNG WALL. OR CIRCUIT BREAKERS ARE OPENED FOR WORK ON ELECTRICAL EQUIPMENT OR WIRING, SIGNS OR TAGS CEILING AND CONVECTOR SPACE THAT IS NO LONGER IN USE. B. WHERE SIZES OF RACEWAYS OR BOXES ARE NOT INDICATED,' THE CONTRACTOR SHALL SIZE THESE ITEMS SHOULD BE INSTALLED AT THE SWITCH OR BREAKER STATING THAT WORK IS BEING PERFORMED ON THEM.INCLUDE 22. WHERE PRESENT WORK IS DAMAGED IN THE EXECUTION OF THIS CONTRACT, OR AS REQUIRED FOR THE INSTALLATION. THE TIME, DATE AND CONTRACTOR'S NAME ON THE SIGN OR TAG. IF DEVICE IS LOCKABLE IT WHERE OPENINGS ARE LEFT DUE TO THE REMOVAL OF PIPES, EQUIPMENT OR C. FLEXIBLE METAL CONDUIT SHALL BE USED FOR THE FINAL CONNECTION OF LIGHTING FIXTURES AND SHOULD BE PADLOCKED, APPARATUS, THE SAME SHALL BE REPAIRED TO CORRESPOND IN MATERIALS, WIRING DEVICES TO BE INSTALLED IN HUNG CEILINGS OR IN REMOVABLE HOLLOW METAL CONSTRUCTION, 24. FINAL CLEANUP AND FIELD TESTS: QUALITY, SHAPE AND FINISH WITH THAT OF SIMILAR AND ADJOINING WORK, UNLESS D. ALL CONDUIT AND TUBING SHALL BE CUT SQUARE AND REAMED AT THE ENDS. RED LEAD SHALL BE OTHERWISE CALLED FOR. APPLIED TO ALL EXPOSED THREADS AFTER JOINTS HAVE BEEN MADE UP CLEAN AND TIGHT. E. CONDUIT AND TUBING RUNS SHALL BE MECHANICALLY AND ELECTRICALLY CONTINUOUS FROM SERVICES AFTER COMPLETION OF THE FINAL INSTALLATION: 23. ALL PANELBOARDS AND ANY OTHER EQUIPMENT W AREAS TO BE DEMOLISHED ARE STARTING TO ALL OUTLETS. CONDUIT SHALL ENTER AND BE SECURELY CONNECTED TO CABINET, JUNCTION TO REMAIN UNLESS OTHERWISE NOTED. BOX OR OUTLET BOX BY MEANS OF LOCKNUTS ON THE OUTSIDE AND INSIDE AND AN INSULATED BUSHING ON A. THE CONTRACTOR, BEFORE FINAL ACCEPTANCE WILL BE GRANTED, SHALL CLEAN ALL LIGHTING FIXTURES, 24 CONTRACTOR IS TO DISCONNECT AND REMOVE ONLY WIRING AND RACEWAY SERVING THE INSIDE. IN TUBING OR FLEXIBLE METAL CONDUIT, THE ONE COMPRESSION LOCKNUT SHALL BE MADE GLASSWARE, PANELBOARDS, CABINETS, DEVICE PLATES AND ALL OTHER ITEMS INSTALLED UNDER THIS FLOOR AREAS OF DEMOLITION. DO NOT REMOVE ANY BASE BUILDING HOMERUN CONDUITS. WRENCH -TIGHT. ALL LOCKNUTS SHALL BE THE BONDING TYPE WITH SHARP EDGES FOR DIGGING INTO THE CONTRACT AND SHALL INSURE THAT ALL DIRECTORIES ARE IN PLACE WITH COMPLETED OR REVISED SCHEDULES AND ALL IDEN TIACATIONS AND MARKINGS OF EQUIPMENT, CABLES AND OTHER ITEMS ARE 25. ALL LIGHTING AND POWER CIRCUITRY (CONDUIT AND WIRING) NO LONGER IN USE, SHALL BE REMOVED BACK METAL ENCLOSURE AND SHALL BE INSTALLED IN SUCH A MANNER THAT WILL ASSURE A LOCKING AND COMPLETED, TO THE PANELBOARD. ELECTRICALLY' CONTINUOUS INSTALLATION. LOCKNUTS AND BUSHINGS WILL NOT BE REQUIRED WHERE SHEET TITLE: CONDUITS ARE SCREWED INTO TAPPED CONNECTIONS. B. THE CONTRACTOR SHALL REPAIR OR REPLACE AS DIRECTED BY THE ARCHITECT, AT NO ADDITIONAL COST 26. WHERE REMOVAL OF EXISTING ELECTRICAL EQUIPMENT WILL RESULT IN OUTAGES IN F. ALL VERTICAL RUNS OF CONDUIT OR TUBING TERMINATING IN THE BOTTOM OF WALL BOXES OR CABINETS TO THE OWNER, ANY ITEM DAMAGED DUE TO INSTALLATION, RELOCATION OR REINSTALLATION, & DRAWING AREAS NOT TO BE DEMOLISHED, THE CONTRACTOR SHALL COORDINATE IN ADVANCE OR SIMILAR LOCATIONS, SHALL BE PROTECTED FROM THE ENTRANCE OF FOREIGN MATERIAL PRIOR TO THE C. IN ADDITION TO OTHER TESTS WHICH MAY BE REQUIRED IN THE VARIOUS OTHER DISCIPLINES, THE SHEET OF AND OBTAIN THE WRITTEN APPROVAL OF THE BUILDING MANAGER. INSTALLATION OF CONDUCTORS. CONTRACTOR SHALL PERFORM FIELD TESTS IN THE PRESENCE OF THE ARCHITECT, TO DEMONSTRATE THE 2 - I 2. UNLESS OTHERWISE NOTED, DISCONNECT AND REMOVE ALL EXISTING LIGHTING G. UNLESS OTHERWISE SPECIFIED, ALL CONDUIT AND TUBING SHALL BE INSTALLED CONCEALED. IN GENERAL, RELIABILITY OF THE ELECTRICAL INSTALLATION. GIVE THE ARCHITECT 48 HOURS NOTICE IN ADVANCE OF SUCH FIXTURES, RECEPTACLES, OUTLETS AND OTHER ELECTRICAL DEVICES ALONG WITH ALL CONDUIT AND TUBING SHALL BE RUN IN HUNG CEILINGS AND FURRED SPACES WHERE THEY EXIST. TESTS- THE FOLLOWING FIELD TESTS SHALL B£ PERFORMED BY THE CONTRACTOR: r 1. OPERATE ALL ELECTRICAL EQUIPMENT FOR A PERIOD OF 24 HOURS, UNLESS OTHERWISE SPECIFIED BY ASSOCIATED WIRING, CONDUIT RACEWAYS BOXES AND SUPPORTS ON WALLS TO B E WHERE CONDUIT IS RUN EXPOSED, IT SHALL BE SECURELY SUPPORTED WITH ZINC COATED MALLEABLE IRON 'THE ARCHITECT. DEMOLISHED OR WHERE IN CONFLICT WITH NEW CONSTRUCTION. EXISTING PIPE STRAPS OR OTHER APPROVED METALS. H. EVERY CONDUIT SYSTEM SHALL BE INSTALLED COMPLETE BEFORE ANY CONDUCTORS ARE DRAWN IN. WIRE 2. SHOULD THE FOREGOING TESTS REVEAL ANY DEFECTS, PROMPTLY CORRECT SUCH DEFECTS AND RERUN ,-� ELECTRICAL DEVICES SHALL INCLUDE, BUT NOT BE LIMITED TO, TEL/DATA OUTLETS, PULLING LUBRICANTS, WHEN UTILIZED, SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS 0(= THE TESTS UNTIL THE ENTIRE INSTALLATION is SATISFACTORY IN ALL RESPECCS, LIGHTING SWITCHES, RECEPTACLES, ETC. UNDERWRITER'S LABORATORIES, INC,, APPLICABLE TO THE SPECIFIC CONDUCTOR OR CABLE INSULATION AND D. THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING ALL PANEL TRIMS, COVERS ETC., IN RACEWAY MATERIAL. THE SPECIFIED WORK AREAS WHETHER OR NOT THE TRIMS, COVERS, ETC WERE REMOVED BY THE U r H (10KIT ACTOR DVl`'EER S THE OWNOF MISSING TRIMS COVERS ETC PRIOR 0 I. MINIMUM CONDUIT SIZE SHALL BE 3/4 . MAXIMUM SIZE FOR EMT IS 2 . CONTRACTOR, ESS T E C N R A a T J. WHERE REQUIRED AND WHERE APPROVED BY THE ARCHITECT, EXTRA DEEP OR EXTRA SHALLOW OUTLET THE START OF WORK. BOXES SHALL BE USED TO FACILITATE THE INSTALLATION OF THE CONDUIT SYSTEM. 25. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ARCHITECT FOR APPROVAL (6) SETS OF DETAILED SHOP DRAWINGS; CATALOG CUTS AND WIRING DIAGRAMS WHERE APPLICABLE. ANY SUBSTITUTIONS 15. ALL COMMUNICATIONS WIRING SHALL BE IN. CONDUIT PER MCO REQUIREMENTS. EMPTY CONDUIT FOR NEW TO ELECTRICAL ITEMS DESCRIBED ON THIS CONTRACTOR WILL ONLY BE PERMITTED UPON WRITTEN APPROVAL TELEPHONE/COMPUTER OUTLETS IN PARTITIONS SHALL BE 1" THIN WALL RUN CONCEALED IN WALLS BY THE ARCHITECT. SHOP - DRAWINGS AND CATALOG CUTS WILL BE REQUIRED FOR THE FOLLOWING: WHEREVER POSSIBLE. PROVIDE LARGER CONDUITS FOR DATA/COMMUNICATION STUB -UPS WHERE INDICATED A. LIGHT FIXTURES ON THE DRAWINGS. FURNISH PULL WIRE IN CONDUITS. ALL TELEPHONE/DATA WIRING SHALL BE INCLUDED IN B. PANELBOARD THE ELECTRICAL CONTRACTOR'S BID PER VAA SPECIFICATIONS. SEE ADDITIONAL NOTES ON THIS DRAWING. C. FIRE ALARM DEVICES 2 26. ELECTRICAL. CONTRACTOR SHALL PROVIDE AS-BUILTS PER MASSPORT AND TENANT STANDARDS. CONTRACTOR FIELD MARK --UPS ARE NOT ADEQUATE. 0 3 1F T! IS NI AVViNC jS LF98 TH*1 ?2'!;K 84" IT ISA REP 5 VVilwlr) 0 5 C 0 0 ELECTRICAL D AWIN LIST E--001 ELECTRICAL SPECIFICATIONS, DEMOLITION NOTES & DRAWING LIST E-101 ELECTRICAL POWER & LIGHTING PLANS & NOTES E-102 COMMUNICATION PLAN, NOTES & SPECIFICATIONS E-201 ELECTRICAL SCHEDULES, SYMBOL LIST & DETAILS 5 C 0 0 _z_1 Lo co c, W Cr1/� w U zz4°�•a ,:- ©� co z � Uzz co z yN{{ 2 5� Mxsoa 8EALM WCUNFXTa ,svm, a G ft LksAwl �0 4 a7 CD �NCO a w � C`t W Ouj 0 r I- •a m z co z Dw Iq- Q Q o Lu a U w � � :D O1 J Z Q O <C �} Q<C z Z O�:. Q v W�a EL., CT <C 66 :- �� C� LL( W L, Q u- <C Q �C Q O Z Q Z O z 0 IL z w 0 vUi Ly m 0 0 ui z �-- U w PROJ NO: 1500.SO5 SCALE: 1/4" =71'-0" DATE: 11 /25/08 DESIGNED BY: WW �- DRAWN BY: WW CHECKED BY: JG SHEET TITLE: ELECTRICAL SPECIFICATIONS, DEMOLITION NOTES & DRAWING LIST SHEET NO.�� E-001 SHEET OF I C #6 a -1 1 a 1 a t EM a T 1 a`fi t a' -pi C, 1 a 1 a 1 a-irl 1 a aT1 aT1 aT1 oc `` 6 \ .— yal, a 1 a 1 #4'�_ a 1 rj-�ELFCTRICAL POWER PLAN /� `SCAALE: 1/4"=1'—O" Q , 0 41 8' 16' 60%mmmmmm%==mm=mwm� #6 Ah .1 a 1 aT1 I I a-"1 — _.. — — — — — _ —. — _. — — — — _ — — — — — — — __.. - . • • �i - �_ _ �_ --` e J—BO C EXTE�DED INTO w INFO ISIGN, COORDINATE c EXACT LOCATION W/SIGN C) VENDOR; CONTROLLED A 13Y TOGGLE `I;WIICH. o rD i I I I � ! I � I I c I I i I I w i I a I a a 1 m4 � I - ! I I I I I i I - ELECTRICAL LIGHTING PLAN I I I l 0 4' i I I 1 I I I I I I I I I - IF THIS PRAVVIMG, IS is f�.S TFIAN 2?" X 34" IT Is A RMUCED SI.ZF DRAyVIN� 0 5 POWER NOTES: 1. FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL RECEPTACLES, TELEPHONE AND DATA OUTLETS SEE ARCHITECTURAL DRAWINGS. 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED CONDUIT, WIRES, ARMORED CABLE AND BOXES TO ENERGIZE EQUIPMENT AND DEVICES INDICATED. 3. ALL BRANCH WIRING SHALL. BE CONCEALED IN WALLS AND ABOVE HUNG CEILING, U.O.N. 4. CONTRACTOR SHALL MAINTAIN CONTINUITY IN ALL EXISTING CIRCUITRY TO REMAIN WHICH IS AFFECTED BY THE SCOPE OF WORK, 'CONTRACTOR TO FURNISH AND INSTALL ALL NECESSARY WIRES, CONDUITS AND JUNCTION BOXES REQUIRED TO KEEP CONTINUITY. 5. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND FIELD CONDITIONS FOR CONDUITS ROUTING AND ELECTRICAL CONNECTIONS TO OTHER TRADES' EQUIPMENT, 6. THE ELECTRICAL CONTRACTOR SHALL PATCH PAINT, AND RESTORE EXISTING CEILINGS, SOFFITS, WALLS, AND OTHER FINISHES THAT WERE DISTURBED AND/OR DAMAGED DUE TO THEIR WORK. 7. ALL CIRCUITS ON THIS PLAN SHALL BE ROUTED TO NEW PANEL 'PP' (#) UNLESS OTHERWISE NOTED. 8, ALL SLAB PENETRATIONS AND CORE DRILLING NEED TO BE X ---RAYED BY A LICENSED TECH. AND APPROVED BY THE BUILDING MANAGEMENT. LIGHTING NOTES. 1, FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES, SWITCHES AND JUNCTION BOXES SEE ARCHITECTURAL DRAWINGS, 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED CONDUIT, WIRE AND BOXES AS WELL, AS CEILING OUTLETS AND WHIPS -1-0 ENERGIZE ALL LIGE-{TING FIXTURES, 3. ALL BRANCH CIRCUIT WIRING SHALL BE RUN CONGEALED IN WALLS AND ABOVE HUNG CEILING, U.O.N. 4. CONTRACTOR SHALL MAINTAIN CONTINUITY IN ALL EXISTING CIRCUITRY TO REMAIN, WHICH IS AFFECTED BY THE SCOPE OF WORK AND PHASING. CONTRACTOR TO FURNISH AND INSTALL ALL NECESSARY EP CONTINUITY. WIRES, CONDUITS AND JUNCTION BOXES REQUIRED 'TO KE 5 LIGHTING FIXTURES USED AS NIGHT LIGHT DESIGNATED 'NL' AND EXIT LIGHTS SHALL NOT BE SWITCHED, PROVIDE SWITCHING DUTY RATED BREAKERS. 6. ALL LIGHTING FIXTURES SHALL BE CIRCUITED TO NEW PANEL 'PP' (#) UNLESS OTHERWISE NOTED, POLARIZED CONNECTOR F3A'11'F RY FINVERTER/ BALLAST NEUTRALSWITCHED LEG ..._TO ADDITIONAL FIXTURES -_UNSWITCHED LEG ___.. b. SOURCE —WALL SWITCH TEST SWITCH OR DIMMER WIRING DIAGRAM EMERGENCY LIGHT NO SCALE 1. FIXTURES DESIGNATED FOR EMERGENCY EGRESS LIGHTING MAY BE SWITCHED OFF AS INDICATED ON THE DRAWINGS WITHOUT ENERGIZING LAMPS THROUGH THE EMERGENCY BATTERY PACK. WHEN NORMAL POWER FAILS EMERGENCY LIGHTS WILL BE ENERGIZED VIA BATTERY PACK REGARDLESS OF SWITCH POSITION. 2. ALL EMERGENCY FIXTURES WHICH ARE CONTROLLED WITH A TOGGLE SWITCH MUST BE PROVIDED WITH AN UNSWITCHED HOT LEG AS A SENSOR FOR THE INVERTER CIRCUIT. 3. EXIT LIGHTS AND NIGHTLIGHTS SHALL BE ENERGIZED AT ALL TIMES. 4 5 0 L�7 C PROD NO. 1500.SO5 SCALE: 1/4" = 1',0" DATE:_'11/25 0 _DESIGNED BY: WW DRAWN BY: . WW -T— CHECKED 6Y: JG SHEET TITLE: --—'i ELECTRICAL POWER & LIGHTING PLANS & NOTES SHEET NO, E-101 SHEET OF f.. r� UJ •:'i '�.•l z z < w p Q o t U Q vi U z z N w o0 u! h- I.0 DO cv ca Q PERSON SEALNG 04GUr4lE Q.- John d Gatti Lk 2T 0'('a N q w t` cn w z a7 I— cV �zo ul LJ p LU N LL U F— C] z � � 4 LL1 Q r t ani,: +.1" ...::.. N G U coCK, Wa Ix � ¢Q U) m Quo w ILL <~ow ►� z'`' Lu'� r� ' IF- �.+.� zC I'>.�N'7• 4F �^l U QQ z z LL! I,- O PROD NO. 1500.SO5 SCALE: 1/4" = 1',0" DATE:_'11/25 0 _DESIGNED BY: WW DRAWN BY: . WW -T— CHECKED 6Y: JG SHEET TITLE: --—'i ELECTRICAL POWER & LIGHTING PLANS & NOTES SHEET NO, E-101 SHEET OF lus C' 3 1 1 1 2 1 3 DATA. & COM UNICAT O SPECIFICATIONS COMMUNICATION: COMMUNICATION PLAN SCALE: 1 /4 1 '—�" m 4' 1. PULL FOUR (4) YELLOW CAT5E CABLES WHICH INCLUDES ONE (1) CABLE FOR VOICE AND (3) .FOR DATA FROM BUILDING TELECOM ROOM f0 CASHWRAP. 2. TERMINATE THREE (3) SEPARATE PHONE LINES INTO THREE (3) SEPARATE RJ 11 JACK WALL PLATE ON THE LOWER SECTION ON THE CASHWRAP REGISTER #1 LOCATION. 3, TERMINATE ONE (1) ADDITIONAL PHONE LINE INTO A RJ11 WALL PLATE ON THE LOWER SECTION OF EACH ADDITIONAL CASHWRAP REGISTER LOCATION. 4. INDICATE WITH A LABEL EACH PHONE NUMBER ON THE RJ11 WALL PLATE. 5. CERTIFY CONTINUITY OF' EACH PHONE LINE. 6. FOLLOW ALL LOCAL AND/OR BUILDING CODES AND ADJUST THE ABOVE INSTALLATION TO MEET THOSE CODES. DATA: 1. RUN ONE (1) 5E PATCH LINE FROM EACH REGISTER BACK TO OWNER SUPPLIED HUB LOCATED AT LOWER SECTION AT REGISTER #1; TERMINATE WITH MALE RJ45 AT BOTH ENDS. 2, OWNER WILL PROVIDE AND INSTALL ALL CASH REGISTERS, MODEMS AND HUBS CONTRACTOR TO COORDINATE LOCATIONS WITH OWNER. 3. ALL DATA CABLE RUN UNDER THE CASHWRAP TO BE IN CONDUIT, TERMINATE CONDUIT ON THE LOWER SHELF AT EACH CASH REGISTER LOCATION, PROVIDE ENOUGH CABLE TO REACH TO THE TOP OF THE CASHWRAP AND PLUG INTO THE' CASH REGISTER. PROVIDE 12" OF SLACK AT THE MODEM HUB END OF EACH CABLE, 4. LABEL EACH CABLE AT THE MODEM HUB END. 5. CERTIFY CONTINUITY OF EACH DATA CABLE, 6. FOLLOW ALL LOCAL AND/OR BUILDING CODES AND ADJUST ABOVE INSTALLATION TO MEET THOSE CODES. POWER: 1. PROVIDE ONE . (1) QUAD 120V, 20AMP ISOLATED GROUND DEDICATED CIRCUIT ON THE LOWER SECTION OF THE CASHWRAP AT REGISTER #1 LOCATION. 2. PROVIDE ONE (1) DUPLEX 120V, 20 AMP ISOLATED GROUND DEDICATED CIRCUIT ON THE LOWER SECTION OF THE CASHWRAP AT EACH ADDITIONAL REGISTER. 3. CERTIFY CONTINUITY OF EACH OUTLET. 2 3 KEY AIR RJ11 SURFACE JACK RJ45 SURFACE JACK 0E DUPLEX 120V,20A, IG ISOLATED lG GROUND, DEDICATED CIRCUIT LEGEN D REG CASH REGISTER CR CREDIT CARD MACHINE TEL TELEPHONE MOD MODEM lG ISOLATED GROUND DUPLEX RECEPTACLE 120V, 20A, DEDICATED CIRCUIT. PROVIDE ONE IG CIRCUIT AT EACH CASHWRAP AND IN TELEPHONE CLOSET. I Security Specification-- Hudson Security System A,Installation— Security equipment to be supplied by Hudson installed by Contractor 1. Hudson's Loss Prevention Division to Provide: • Contact: David Ruben Hudson Group Loss Prevention Phone: 310. 904---4377 • Items to be provided (1) All camera cabling (a) RO-59 video with 18-2 power hybrid wire (2) All DVR recorders (Digital Video Recorder) (a) Manufactured by Everfocus (3) All DVR lockboxes (4) All Cameras (a) . Manufactured by Everfocus (5) All Camera power supply (a) Manufactured -by Everfocus • Final Camera placement, termination and installation to be by I --Judson Los Prevention Division 2. Responsibility of Contractor • All work to be done per local building code requirements. • Provide and install all power outlets, per plans • Provide and install all conduits, junction boxes and core drilling, as required and shown per plans • Pull all owner supplied wringing (1) all camera cabling runs will be continuous to termination at both ends; no splicing will be acceptable. • Rough in camera locations to be coordinated with Hudson Lost Prevention Division • Contractor to provide and install one CAD5e cable from phone block to DVR location. 3.Local Building Code requirements take presidencies over this document. Report any conflicts to the Architect, B.Camera Placement 1. General • Before rough in is placed make sure line of sight is unobstructed from such this as soffits, signage, light fixtures, ect.. • Provide 2'-0" of extra cabling at each camera for final wiring and termination. 2.Power supply • Power supply to be located next to DVR. Contact Hudson Loss Prevention for dimensions, 3.General Store Camera Security Placement: • Provide rough in as shown on drawings. • Verify Camera line of sight is free from any obstructions and direct lighting. 4.Cash Register Placement: • See attached Figure 2A, for rough—in placement. • Before rough in placed maker sure light of sight is free and unobstructed from any obstructions such as soffits, signage or light fixtures. • Verify Camera Line of sight is free from any obstructions and direct lighting. 5.Hard Lid Ceiling • Rough in requirements. (1) Provide flush mounted Junction Box with a minimum of two feet of extra cabling for final wiring and install, (a) Junction box to be smaller than Diameter of Camera housing to prevent j --box being exposed after final install. (2) Verify final placement with Hudson Loss Prevention Division 6.T—bar • Rough in requirements (1) Provide one junction box 6" above suspended ceiling with 6'-0' of 1/" or —" flex conduit for the flexibility of final camera placement. (a) Secure per Local building code requirements C.DVR (Digital Video Recorder) 1. All DVR's to -be located inside the Cash Wrap unless other wise specified on plans. • If DVD located other than Cash Wrap, provide a 24" x 24" wall mounted shelve. (1) shelf to be finished with a white rnelarnine and located as shown or directed. (2) shelf to be able to support a minimum of 50 pounds, 2.Power • Provide one 15 arrnp fourplex outlet on a dedicated circuit. Locate on back wall behind DVR recorder. 31ock Box • Hudson Loss Prevention Division to provide Contractor with exact location, area to be a minimum to be a minimum of 24"W x 24"D x 8"H. • Locate a min. of 4" in front of Power outlet • Secure box per manufactures requirements. 4.Cabling • At DVR termination provide a minimum of 6' of extra cabling length for termination D.Conduit requirement 'I . All cabling runs to be continuous, no splicing will be acceptable. 2.Conduit with single lines • Provide a V or ---•" conduit., or minimum size allowed by local building codes. 3.Conduit with multiple lines • At conversion of all single lines above ceiling,provide a 6"x 6" Junction box • Where 4 cables are required be encased in a single conduit provide 1 X" diameter conduit. • Where 8 cables are required to be encased in a single conduit provide a 2" diameter conduit • Where 16 cables are required, run 2, 2" diameter conduits to house 8 cables each. 4.Core Drilling or Trenching • If Core Drilling or Trenching will need to be provide (1) Install per local building requirernents, (2) X --ray existing slab prior to coring floor. 4 WIRING NOTE: ALL LOW VOLTAGE SECURITY, DATA, TELEPHONE AND A/V CABLES ARE 'TO BE PLENUM RATED AND INSTALLED IN CONDUIT AS A FACILITY REQUIREMENT, C AI I7riCC1 IIIL.I: COMMUNICATION SPECIFICATIONS PLAN & NOTES SHEET NO. E-102 SHEET u (r'iij C? LO 00— a wUJF- (� U N Q) Z Q W L0 0 co to O�m G? n. b N co �} T Q cl� Z U 7) 0 N z PEA80N 8EALM 1Ol:UWW8: Jen J Ruth7 a q � Qa w(0 ti z O� �(9 � p N `. m z UJ cp J s > ; rr Q L c.Q �. �Z 7) ¢ ()p '_ a U1 0 co _ J W W' U) (� •; •:+ .. x cel t.0 (N 2 N a 0 U 0 0 OD Ix W Q X CL. D X `r co �< C/ LU Z � If...w QLLJ Z Q - z �- Ll )V P W C]_�� v� u- 0 T- Q Q _J CO o QO Z0 . w� u'1 Q I7riCC1 IIIL.I: COMMUNICATION SPECIFICATIONS PLAN & NOTES SHEET NO. E-102 SHEET z 0 n. Q� z 0 u q � m 7) U) 0 0 C1 C - co w � N Q v� T- T_ o u'1 Q � I7riCC1 IIIL.I: COMMUNICATION SPECIFICATIONS PLAN & NOTES SHEET NO. E-102 SHEET In I l: IA 1 2 3 TI 4 5 LIGHTING F=IXTURE SCHEDULE MARK SYMBOL [:MANUFACTURER MODEL. NO, LAMP FIXTURE DESCRIPTION USE & AREA F1 0 CON—TECH LIGHTING OTR1826-02--CLR (1) 26W DTT 4—PIN RECESSED FIXED DOWNLIGHT WITH CLEAR ALUMINUM REFLECTOR GENERAL PURPOSE DUPLEX RECEPTACLE, HUBBELL#5362, IG/SS TRIM FINISH-CLR COATED LAMPS AND RL218/26-26 HOUSING DOWNLIGHT F1 -EM 0 CON -TECH LIGHTING CTR1826-02-CLR (1) 26W DTT 4 --PIN RECESSED FIXED DOWNLIGHT WITH CLEAR ALUMINUM REFLECTOR EMERGENCY SURFACE PROVIDE MATCHING RECEPTACLE, PLUG AND CORD SET. D GD TRIM FINISH-CLR AND RL218/26-26 HOUSING SAME AS F1 Q1 60 AMPS NOGUCHI MUSEUM STORE 24A (1) 18W AKARI LAMP PENDANT X1 SMOKE DETECTOR MCPHILBEN 45VL W1 RC 2.9W LED 45V LINE ARCHITECTURAL EDGE -LIT EXITS, WALL MOUNTED EXIT SIGN LIGHTING NOTES: 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR DIMENSIONED LOCATION OF ALL LIGHTING FIXTURES. 2. NO LIGHTING FIXTURE SUBSTITUTION WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. 3. PROVIDE ALL REQUIRED TRIM, HOUSING, ROUGH --IN KITS ETC., FOR ALL FIXTURES APPROPRIATE FOR TYPES OF CEILING FIXTURES WILL BE MOUNTED IN. 4. ALL LIGHTING FIXTURES ARE 12.0 VOLT. 5. FOR ALL EXIT LIGHTS AND EMERGENCY EGRESS LIGHTS SEE EMERGENCY LIGHTING DIAGRAM ON DRAWING E--101. 6. ALL LIGHTING FIXTURES FURNISHED AND INSTALLED BY THE ELECTRICAL- CONTRACTOR. SEE ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE SPECIFICATIONS. MECHANICAL EQUP. ROOM SEE NOTE 2, EXISTING PANELPANEL FiV2 I HV2 , 277/480V, ( ! 150A MCB. L NOT TO SCALE NOTES: 1. PROVIDE A NEW 600V, 30A UNFUSED DISCONNECT SWITCH. 2. CONTRACTOR TO PROVIDE A 3 -POLE 25A CIRCUIT BREAKER IN THE AVALIABLE SPACE OF EXISTING PANEL HV2. TENANT SPACE 3# 10,1 #8G-1 "C ---\ SEE NOTE 1.-- 15KVA TRAPEZE --- -� MTD. TRANSFORMER, MTD. ABOVE CEILING. PROVIDE STRUCTURAL SUPPORT AS REQUIRED SYMBOLS LIST SYMBOL DESCRIPTION PP HOMERUN TO PANELBOARD. PANEL AND CIRCUIT NUMBERS AS INDICATED. ��------ -., NEW CONDUIT AND WIRING, RUN CONCEALED IN WALLS OR ABOVE CEILING. 20A-277VOLT SINGLE POLE TOGGLE SWITCH - HUBBELL #1201. WHERE a INDICATED, LOWER CASE ' LETTER INDICATES CONTROL. (WHERE MULTIPLE W SWITCHES ARE INDICATED, PROVIDE SINGLE MULTIGANG FACEPLATE. Q WHERE SHOWN, NUMBER INDICATES CIRCUIT NUMBER.125V-20A GENERAL PURPOSE DUPLEX RECEPTACLE, HUBBELL#5362, IG/SS 125V -20A ISOLATED GROUND/SURGE SUPPRESSION DUPLEX RECEPTACLE, MAINS: 100 AMPS WITH LIGHT AND CONTROLLABLE ALARM. HUBBELL #IG5362S (BLUE). n (PROVIDE DOUBLE DUPLEX WHERE INDICATED AS QUAD.) HORIZONTAL � �-- 15A,125V LUTRON LUMEA2 CAT#LTR-15HBL+LT—lH-�-BL (BLACK) WHERE IN KICK SHOWN, NUMBER INDICATES CIRCUIT NUMBER MOUNTING 20A, 250V NEMA TYPE 6-20R RECEPTACLE FOR PLASMA SCREEN. SURFACE PROVIDE MATCHING RECEPTACLE, PLUG AND CORD SET. D GD JUNCTION BOX, WALL AND CEILING MOUNTED, RESPECTIVELY. SAFETY DISCONNECT SWITCH, FUSED AND NON—FUSED RESPECTIVELY. V TELEPHONE OUTLET. SEE COMMUNICATION DWG E-301 FOR EXACT 60 AMPS LOCATION AND INFORMATION FIRE ALARM SYSTEM COMBINATION HORN/STROBE (BUILDING STANDARD) FIRE ALARM SYSTEM MANUAL PULL STATION SMOKE DETECTOR DECORATOR AUTOMATIC/MANUAL WALL SWITCH. COLOR AS $oc SELECTED BY THE ARCHITECT WATTSTOPPER DW -100 OR APPROVED (gyZ o' EQUAL oc CEILING MOUNTED OCCUPANCY SENSOR. WATT STOPPER DT --300. SEE B WIRING DIAGRAM SHEET E---2. A.F.F. ABOVE, FINISHED FLOUR. RE EXISTING RELOCATED E EXISTING N NEW T 4#6,1#8G-1 1/4"C, LESS THAN 10 FEET LGROUND PANEL PP TRANSFORMER PER NEC ART. 250-26, NEW PANEL"PP", 120/208V, 225A BUS, 1OOA MCB LENGEND: NEW EQUIPMENT, CONCUIT OR WIRE -- EXISTING EQUIPMENT, CONCUIT OR WIRE G UTH DLCONZO CONSULTING ENGINEERS, PC 242 NEST 30` S"r1tEE•r NEW YORK, NY 10001 City of Sanford Building Department 300 North Park Avenue Sanford, Florida 32771 C,is■ Dear Sirs, 'I'LL: 212-967.1306 FAX: 212-967-1309 E -Mail: jgutli@guthdecunzuxum February 6, 2009 !A, International Departures t Please call me with any comments or questions. Ve `I ruly Yours, Guth DeCo zo onsultinc E ineers, P.C. .0 John Guth, PE 2 3 !P f'FII" n,.t�ltt�t !, f . 1 4n,►�1 2211 ,,r t -I- I� A w—ni JcFn {-17[7 DRA.W!N( PANEL DESIGNATION: LOCATION: REMARKS; W d SERVICE: 12012081%(LTS 3 HA E4 R Q . CA 1— p MAINS: 100 AMPS n W 0 C MOUNTING TYPE: SURFACE NEUTRAL til. BUS: 100% (NEVA) MAJN CIRCUIT BREAKER, 60 AMPS GROUNDING: EQUIPMENT GROUND BUS: YES LU 00 IS AT G o D S: SERVICE TO: (gyZ o' TRIP NO. A B C NO. TRIPT W <, W z SERVICE TO: LIGHTING 416 20 1 832 i'�>'r c5s�m,� 2 20 416 LIGHTING ~- Q s �� . sr,•9 d , �� ti � V_- r V O LIGHTING 108 20 3 1r"� h 908 sf qV 4 20 800 � SIGNAGE r 1 PERSON UEAUNQ DOGuMEm- Jath k Goth 7 W o CASE DISPLAY LIGHTING 800 20 5 CY) 938 6 20 135 O EM/NUEXITS 0a w w � z CASE DISPLAY LIGHTING 800 20 7 2000 �' Anil 'z ` u 8 201200 W o CASE DISPLAY LIGHTING Q ® "z Q HORIZONTAL IN KICK (2) 360 20 9 N'�3 i�q J'" 2 }' 720 �.y X77 «u'e,, c >n 10 20 360 DUPLEX (2) - WA"fFR FALL a Y�;sr1„�ti�„-; N : ���;, j r N w N o IG/SS, CASH RECEP. 360 20 11"a`(r U 724 12 20 360 0 GENERAL CONVENIENCE .(.1 l 14 20 0 co (2) SPARE VAV BOX 100 20 13 100 '3 M� SPARE 0 20 15�s '`. 0 s 16 20 0 SPARE _ . t,u... SPARE 0 20 17 sj� of 'z5",,,= 0 18 20 0 - SPARE � gyri SPARE 0 20 1 19 0 Z 20 20 0 SPARE .---�--_.» r ..$:,;,ar, i'rrr i'',• f6e:'::..P; y:;luJ SPARE 0 20 21" r z`, i W t ' 22 20 0 SPARE SPARE 0 20 23 0 24 20 0 SPARE a SPARE 0 20 25 0 26 20 0 SPARE SPARE 0 20 27 f ; s{ K 0 i' 28 20 0 SPARE - SPARE 0 20 29 { N _ ` , `1`;,' 0 30 20 0 SPARE SEC.1 TOTAL (VA) ^4675 DEMAND FACTORS DEMAND LOAD (VA) CONNECTED LIGHTING LOAD (VA): 4676 125% 5843,75 CONNECTED RECEPTACLE LOAD (VA): 1440 1440 �� st 10kVA -t• 50% REMAINDE 1440 CONNECTED KITCHEN LOAD (VA): 0 0 80% 0 CONNECTED MISC. LOAD (VA): 0 0 100% 0 CONNECTED ELEC. HEAT LOAD (VA): 0 0 40% 0 m CONNECTED A/C LOAD (VA): 100 '100 _ _80% 80 PANEL TOTAL DEMAND LOAD (kVA): 7.36375 PANEL TOTAL DEMAND LOAD (AMPS): 20 PRECENT SPARE: 25% PANEL TOTAL AMPACITY (AMPS): 26 mad ER PACK TO UNSWITCHED LTG CIRCUIT (TYPICAL) **to other BZ -100 Power Packs Neutral Wht Red BZ -100 Power Hot _ Blk Brn Pack Red Neutral 4Uff Switch b Neutral Neutral i - Wht Red BZ -100 Power .- " Hots Blk/Brn _ Pack Red 3 _0 W m pa Control Output WATTSTQPPER --s Comrrton 24VDC Ceiling MTD DT --300 +24VDC Sensor Note: 1. Connect only the supply for the voltage being used. Cap unused power supply wire. 2. Wire up to 10 BZ ---100 s in Parallel 3, Occupancy Sensors controlling Multiple Circuits using BZ -100. SPAGE LIGHmING CON,nrWL DIAGRAM NOT TO SCALE 5 N CI A SHEET TITLE: ELECTRICAL SCHEDULES, SYMBOL LIST & DETAILS SHEET NO. E-201 SHEET OF W d U� Q . CA 1— p n W 0 C Q CFS til. < I_ z LU 00 Q U O o (gyZ o' N � Z co W W <, W z i 11!1 �? c� �: J U X C,- U- CY� Cl Q s 0 Q V_- r V O � U) < •� � w r 1 PERSON UEAUNQ DOGuMEm- Jath k Goth 7 W o VV CY) N 0 O 0a w w � z � Q)z W o I Q ® "z Q cco v Q z 0 W 0 a N r N w N o U SHEET TITLE: ELECTRICAL SCHEDULES, SYMBOL LIST & DETAILS SHEET NO. E-201 SHEET OF W (D n LY 0 C Q til. < I_ z P Q Q W W LL.. i 11!1 �? Z CY� Cl Q s 0 Q V_- r Q O � U) < 0 � w �p z W o 0 SHEET TITLE: ELECTRICAL SCHEDULES, SYMBOL LIST & DETAILS SHEET NO. E-201 SHEET OF 0 I_ a. O � w o co Q 0 0 co � w L Q � gyri r Z r 0 W SHEET TITLE: ELECTRICAL SCHEDULES, SYMBOL LIST & DETAILS SHEET NO. E-201 SHEET OF E a 2 MITRE ABBREVIATIONS HVAC SYMBOLS LIST AIR CONDITIONING L LENGTH _ AIR-COOLED CONDENSING UNIT LAT LEAVING AIR TEMPERATURE ~_ M--201 CENTER LINE M� ^. ACCESS DOUR LBS POUNDS � OR cFM� CUBIC FEET PER MINUTE SPECIFICATIONS ABOVE' FINISHED FLOOR LD LINEAR DIFFUSER Q THERMOSTAT D ALUMINUM LDB LEAVING DRY BULB TEMP. [ SQUARE INCHES ACCESS PANEL _ ^ LIN. Ff. LINEAR FEET 1$l SQUARE FEET a Z r3 BACKDRAFT DAMPER LR LINEAR RETURN r - w Q FLOW DIRECTION Z) BRAKE HORSEPOWER_ LWB� LEAVING .WET BULB TEMP. EXISTING TO REMAIN BLACK IRON _ LWT LEAVING WATER TEMPERATURE ---_-----_o PIPE UP x' BRITISH THERMAL UNITS MAX MAXIMUM U O Z Z PIPE DOWN -.--- BTU PER .HOUR �_.... m,._ MBH *-^THOUSAND BTU PER HOUR FD&AD FIRE DAMPER AND ACCESS DOOR COILING COIL MCC MOTOR CONTROL CENTER < T z LTi. N Lc ~,CEILING DIFFUSER MER �^RMECHANICAL EQUIPMENT ROOM FS16AD COMBINATION FIRE & SMOKE E � 360 DAMPER AND ACCESS DOOR CEILING SUPPLY DIFFUSER CUBIC FEET PER MINUTE CEILING GRILLE �. ~~ .' _. MMP MIN , MOTOR HORSE POWER MINIMUM12x12CD, CEILING MUT MOTOR CHORD OPERATED DAMPER ~� CEILING REGISTER NC NC NOISE CRITERIA NORMALLY CLOSED 12x�CR• 3Q0CFM CEILING RETURN. REGISTER COPPER NIC NOT IN CONTRACT NEW DUCTWORK FCUBIC FEET C N0 � NORMALLY OPEN z CUBIC INCHEST N0. _ f NUMBER VDI"- NEW VOLUME DAMPER- ____ CONSTANT VOLUME N'TS�^--_..__j_ NOT TO SCALE DROP ~„�~^ OAI OUTSIDE AIR INTAKE- FIRE DAMPER c �. D YRBULB TEMPERATURE OD OUTSIDE DIAMETEL�v....�.___�_._...r � 0 _ DIAMETER OV OUTLET VELOCITY ------- NEW CONNECTION DOWN DRAWING ._.__.._.._..._...._._.�.. PD � PI-ICT�~ PRESSURE DROP PREHEAT COIL /-" EXISTING TO REMOVED DIRECT EXPANSION PSIA ` PSI ABSOLUTE EXHAUST AiR PSIG - PSI GAUGE w � POINT OF DISCONNECTION ENTERING AIR TEMPERATURE ENTERING DRY BULB TEMP. R RA RISE RETURN AIR EXHAUST FAN RF RETURN FAN - ELECTRIC RM ROOM �� -1 z 0 ELECTRIC REHEAT COIL RPM REVOLUTIONS PER MINUTE EQUAL RH i RELATIVE HUMIDITY ENTERING WET BULB TEMP. RHC REHEAT COIL,.�•_�_-� CL _._ M ENTERING WATER TEMP. SLD ^ STRIPLINE LINEAR DIFFUSER FILTER SP STATIC PRESSURE DECREES FAHRENHEIT SPEC I SPECIFICATION FLEXIBLE CONNECTION SR C SUPPLY REGISTER � FIRE DAMPER _. SS._._._..__.._ STAINLESS S -FEEL_..__ F ^ FREE AREA (SQ. FT,) - T --STAT ~TEMP THERMOMETER $ AT FACE AREA F) U TEMPERATURE FULL LOAD AMPEREST TG TOP GRILLE - V~~� ;. FEET PER MINUTE FLOUR DRAIN TR TRF TOP REGISTER � TRANSFER FAN -� FINISHED FLOOR TYP. TYPICAL FIRE & SMOKE DAMPER TX TOILET EXHAUST FEET UH UNIT HEATER FINNED TUBE. RADIATION V VOL:rS v GALLONS PER HOUR W WIDTH D GALLONS PER MINUTE _ W/ �^ WITH HEIGHT � ' -�W/0 ^~^ WITHOUT cn HEATING COIL � WB WET BULB TEMPERATURE HOUR WG WATER GAUGE HUMIDIFIER - .. � WMA T,rmm��WIRE MESH SCREEN HEATING AND VENTILATING VAV I VARIABLE AIR VOLUME BOX FREQUENCY (HERTZ) YVD VOLUME. DAMPER c� a r - � IN OR INCHES CONNECT TO EXISTING KILOWATT POINT OF DISCONNECTION V 1 2 3 4 ECA ICAL CQNTRACTOR NOTU: 1. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL DUNNAGE, SUPPORTS, INSTALLATION, LEVELING, METHODS OF HANGING, SUPPLEMENTAL STEEL AND REINFORCEMENTS, ETC. THAT WILL BE REQUIRED FOR ALL MECHANICAL EQUIPMENT UTILIZED FOR THIS PROJECT, 2. SIGNED AND SEALED DOCUMENTS PROVIDED BY THE LICENSED STRUCTURAL ENGINEER TO BE SUBMITTED FOR FINAL APPROVAL TO THE ARCHITECT OF RECORD, PRIOR TO ACTUAL EQUIPMENT INSTALLATION. GENERAL ES: 1. THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE SAME WITH CONTRACT DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS TO SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE SUBMISSION OF A BID PROPOSAL, NO ALLOWANCE WILL BE MADE FOR FAILURE TO COMPLY WITH THESE REQUIREMENTS AND A BID PROPOSAL SHALL BE CONSTRUED AS EVIDENCE FIE HAS DONE S0. 2. - ALL HVAC WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AND DUCTS (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 3. VERIFY ALL EQUIPMENT CONNECTIONS WITH -MANUFACTURER'S CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION, 4. COORDINATE DUCTWORK WITH APPROVED SUBMISSION OF SUPPLY, RETURN & EXHAUST AIR TERMINAL UNIT SIZES AND ASSOCIATED INLET AND OUTLET, CONNECTIONS. 5. PROVIDE ACCESS FOR SMOKE DETECTORS IN DUCTWORK. 6, PROVIDE ACCESS PANELS UPSTREAM OF ALL ELBOWS WITH "TURNING VANES AND ELECTRIC DUCT HEATERS. 7. PROVIDE ACCESS PANELS IN DUCTWORK FOR OPERATION, ADJUSTMENT & MAINTENANCE OF ALL FANS, VALVES AND MECHANICAL- EQUIPMENT. 8. ACCESS DOORS INTO DUCTWORK SHALL NOT BE SMALLER THAN 24"X24" UNLESS DUCT SIZES DO NOT PERMIT. INDICATE SIZE AND LOCATIONS OF ALL ACCESS DOORS. 5 9 24"X24" ACCESS PANELS IN FINISHED CONSTRUCTION SHALL BE PROVIDED FOR MAINTENANCE OF ALL HVAC EQUIPMENT IN ALL AREAS WITH INACCESSIBLE CEILINGS, 10. FOR AREAS WITH INACCESS113LE CEILINGS, VOLUME DAMPERS SHALL HAVE METAL_ FLEXIBLE CABLE OPERATORS FOR REMOTE OPERATION OF VOLUME DAMPER THROUGH FACE OF AIR OUTLETS, 11. PROVIDE VOLUME DAMPERS IN ALL SUPPLY, RETURN AND EXHAUST BRANCH DUCTWORK, PROVIDE ONE (1) VOLUME DAMPER FOR EACH SUPPLY DIFFUSER AND RETURN GRILLE, 12, ALL AIR OUTLETS (DIFFUSERS, GRILLES, REGISTERS, LINEAR DIFFUSERS, ETC.) SHALL BE COORDINATED WITH THE ARCHITECTURAL CEILING PLAN (LIGHTS, SPRINKLER HEADS, CEILING GRID) AND WITH REVIEWED AND APPROVED AIR OUTLET SUBMITTAL. 13. ARCHITECT TO REVIEW AND APPROVE FACE SIZE AND EXACT LOCATION OF ALL AIR OUTLETS (DIFFUSERS, GRILLES, REGISTERS, ETC.) AND COORDINATE WITH EQUIPMENT MANUFACTURER REQUIREMENTS. 14. ALL DIFFUSER AND REGISTER LOCATIONS IN SUSPENDED CEILING SHALL BE COORDINATED WITH REFLECTED CEILING PLANS AND ELECTRICAL PLANS BEFORE INSTALLATION. 15. ARCHITECT TO REVIEW AND APPROVE LOCATION OF ALL THERMOSTATS IN CONJUNCTION WITH FINAL EQUIPMENT LAYOUT. 16, PROVIDE FLEXIBLE DUCT CONNECTIONS_ ON ALL DUCTS CONNECTING TO FANS OR AIR HANDLING UNITS. 17. THE INSIDE OF ALL DUCTWORK VISIBLE THROUGH A GRILLE OR DIFFUSER SHALL BE PAINTED FLAT BLACK. 18. SHEETMETAL SHOP DRAWINGS CAN BE RELEASED FOR FABRICATION ONLY AFTER SHEETMETAL SHOP STANDARDS HAVE BEEN REVIEWED AND APPROVED. 19, SHEETMETAL SHOP DRAWINGS MUST BE COORDINATED WITH ALL TRADES (MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, ETC.) BEFORE FAR OT ACCEPTABLE. 23. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. 24, ALL CONDENSATE DRAIN LINES FROM EACH UNIT SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, WITH P ---TRAP, AND TERMINATED AT THE NEAREST DRAIN OR SLOP SINK. 25. ALL EQUIPMENT, PIPING, DUCTWORK, ETC, SHALL BE SUPPORTED AS DETAILrED , AND SPECIFIED. ADDITIONAL SUPPORT SHALL BE PROVIDED AS REQUIRED TO PROVIDE VIBRATION -FREE INSTALLATION. 26. ALL FIRE AND FIRE/SMOKE DAMPERS MUST BE INSTALLED IN STRICT ACCORDANCE WITH THE LATEST UL REQUIREMENTS, PER THE CONDITIONS OF THEIR LISTING AND THE MANUFACTURER'S INSTALLATION REQUIREMENTS. 27. SMOKE DETECTORS SHALL. BE FURNISHED AND WIRED BY THE ELECTRICAL_ CONTRACTOR. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR MOUNTING THE SMOKE DETECTORS IN DUCTWORK AS SHOWN ON PLANS. 28. ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH NEC AND ELECTRICAL PROJECT SPECIFICATIONS. 29. PROVIDE, AS REQUIRED BY CODE (LOCAL OR NATIONAL), ANY ADDITIONAL FIRE DAMPERS, SMOKE DAMPERS, ACCESS PANELS, OR SPECIAL. SUPPORTS NOT SHOWN ON PLANS AT NO ADDITIONAL COST TO OWNER. 30.• ANY EXISTING EQUIPMENT, DUCTWORK, ETC. WHICH 1S NOT SHOWN TO BE REMOVED, BUT INTERFERES WITH THE NEW CONSTRUCTION, IS TO BE REMOVED BY THE CONTRACTOR. 31. THE CONTRACTOR SHALL REMOVE, RELOCATE, REPLACE, ADJUST, ADAPT AND MODIFY EXISTING EQUIPMENT AND/OR SYSTEM AS REQUIRED BY THE DRAWINGS OR SPECIFICATIONS AND AS MAY BE REQUIRED WHEN SUCH WORK IS UNCOVERED AND FOUND TO INTERFERE WITH THE COMPLETION OF WORK IN THE CONTRACT WITHOUT ADDITIONAL COST TO THE OWNER. 32. THE CONTRACTOR IS TO BALANCE ALL DUCT SYSTEMS AND PROVIDE ALL, NECESSARY BELTS, PULLEYS, SHEAVES, ETC. TO ACHIEVE THE DESIGN AIR QUANTITIES. NEWLY DESIGNED AREAS SHALL BE BALANCED TO THE INDICATED AIR QUANTITIES ON THE DRAWINGS, ALL EXISTING AREAS SHALL BE REBALANCED TO THE ORIGINAL DESIGN REQUIREMENTS, ALL BALANCED AIR QUANTITIES ARE TO BE WITHIN 5% OF DESIGN AIR QUANTITIES. 33, ALL SQUARE ELBOWS ON DUCTWORK ARE TO HAVE DOUBLE THICKNESS TURNING VANES. 34. CONTRACTOR IS TO PROVIDE. MANUAL DAMPERS IN EACH SPLIT OR TAP CONNECTION TO TRUNK DUCTS FOR BALANCING PURPOSES, EACH PROVIDED WITH OPERATOR AND LUCKING DEVICE. INSTALL DIVERTING VANES AT BRANCHES CONNECTED INTO THE MAIN WITHOUT A NECK. 35. THE CONTRACTOR SHALL COORDINATE OPENINGS IN THE EXTERIOR WALLS OR ROOFS FOR THE INSTALLATION OF OUTSIDE AIR LOUVERS OR GOOSENECKS, 36. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION. 37. AFTER FINAL TESTS AND ADJUSTMENTS, FULLY INSTRUCT OWNER'S OPERATING PERSONNEL IN ALL DETAILS OF OPERATION FOR EQUIPMENT IN,SrALLED. A SIGNED RECEIPT WHICH SHALL BE OBTAINED FROM THE OPERATOR SHALL BE CONSTRUED AS EVIDENCE THAT INSTRUCTIONS WERE SATISFACTORY. 38. FURNISH TWO (2) COPIES OF WRITTEN DESCRIPTIONS OF ALL SYSTEMS COVERING ALL MANUAL OPERATING PROCEDURE, AUTOMATIC CONTROL DESCRIPTIONS AND AUTOMATIC CONTROL TEMPERATURE AND PRESSURE SETTINGS. WRITTEN DESCRIPTIONS SHALL INCLUDE LUBRICATION SCHEDULES, PARTS LISTS, PERFORMANCE SERVICES FOR EQUIPMENT, FILTER SIZE/QUANTITY SCHEDULE, ETC. WHEN MANUFACTURER'S STANDARD INSTRUCTIONS ARE UTILIZED, THEY SHALL BE CLEARLY MARKED TO INDICATE APPLICABILITY. 3 IF THIf3 nPAIP-/INO IF, c.f;SS Tr Aj 2;" X q4° IT IS A R10U(.,ED st7I= 4 5 In CI a A HVAC DRAWING LIST M-001 SYMBOL & DRAWING LIST, NOTES, & ABBREVIAI-IONS ^ M-101 ^-MECHANICAL MECHANICAL T„ AIR DISTRIBUTION & DEMO PLAN M--201 T MECHANICAL SCHEDULES M- 301 MECHANICAL DETAILS M---401Y�N___.______ MECHANICAL SPECIFICATIONS 9 24"X24" ACCESS PANELS IN FINISHED CONSTRUCTION SHALL BE PROVIDED FOR MAINTENANCE OF ALL HVAC EQUIPMENT IN ALL AREAS WITH INACCESSIBLE CEILINGS, 10. FOR AREAS WITH INACCESS113LE CEILINGS, VOLUME DAMPERS SHALL HAVE METAL_ FLEXIBLE CABLE OPERATORS FOR REMOTE OPERATION OF VOLUME DAMPER THROUGH FACE OF AIR OUTLETS, 11. PROVIDE VOLUME DAMPERS IN ALL SUPPLY, RETURN AND EXHAUST BRANCH DUCTWORK, PROVIDE ONE (1) VOLUME DAMPER FOR EACH SUPPLY DIFFUSER AND RETURN GRILLE, 12, ALL AIR OUTLETS (DIFFUSERS, GRILLES, REGISTERS, LINEAR DIFFUSERS, ETC.) SHALL BE COORDINATED WITH THE ARCHITECTURAL CEILING PLAN (LIGHTS, SPRINKLER HEADS, CEILING GRID) AND WITH REVIEWED AND APPROVED AIR OUTLET SUBMITTAL. 13. ARCHITECT TO REVIEW AND APPROVE FACE SIZE AND EXACT LOCATION OF ALL AIR OUTLETS (DIFFUSERS, GRILLES, REGISTERS, ETC.) AND COORDINATE WITH EQUIPMENT MANUFACTURER REQUIREMENTS. 14. ALL DIFFUSER AND REGISTER LOCATIONS IN SUSPENDED CEILING SHALL BE COORDINATED WITH REFLECTED CEILING PLANS AND ELECTRICAL PLANS BEFORE INSTALLATION. 15. ARCHITECT TO REVIEW AND APPROVE LOCATION OF ALL THERMOSTATS IN CONJUNCTION WITH FINAL EQUIPMENT LAYOUT. 16, PROVIDE FLEXIBLE DUCT CONNECTIONS_ ON ALL DUCTS CONNECTING TO FANS OR AIR HANDLING UNITS. 17. THE INSIDE OF ALL DUCTWORK VISIBLE THROUGH A GRILLE OR DIFFUSER SHALL BE PAINTED FLAT BLACK. 18. SHEETMETAL SHOP DRAWINGS CAN BE RELEASED FOR FABRICATION ONLY AFTER SHEETMETAL SHOP STANDARDS HAVE BEEN REVIEWED AND APPROVED. 19, SHEETMETAL SHOP DRAWINGS MUST BE COORDINATED WITH ALL TRADES (MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, ETC.) BEFORE FAR OT ACCEPTABLE. 23. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. 24, ALL CONDENSATE DRAIN LINES FROM EACH UNIT SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, WITH P ---TRAP, AND TERMINATED AT THE NEAREST DRAIN OR SLOP SINK. 25. ALL EQUIPMENT, PIPING, DUCTWORK, ETC, SHALL BE SUPPORTED AS DETAILrED , AND SPECIFIED. ADDITIONAL SUPPORT SHALL BE PROVIDED AS REQUIRED TO PROVIDE VIBRATION -FREE INSTALLATION. 26. ALL FIRE AND FIRE/SMOKE DAMPERS MUST BE INSTALLED IN STRICT ACCORDANCE WITH THE LATEST UL REQUIREMENTS, PER THE CONDITIONS OF THEIR LISTING AND THE MANUFACTURER'S INSTALLATION REQUIREMENTS. 27. SMOKE DETECTORS SHALL. BE FURNISHED AND WIRED BY THE ELECTRICAL_ CONTRACTOR. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR MOUNTING THE SMOKE DETECTORS IN DUCTWORK AS SHOWN ON PLANS. 28. ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH NEC AND ELECTRICAL PROJECT SPECIFICATIONS. 29. PROVIDE, AS REQUIRED BY CODE (LOCAL OR NATIONAL), ANY ADDITIONAL FIRE DAMPERS, SMOKE DAMPERS, ACCESS PANELS, OR SPECIAL. SUPPORTS NOT SHOWN ON PLANS AT NO ADDITIONAL COST TO OWNER. 30.• ANY EXISTING EQUIPMENT, DUCTWORK, ETC. WHICH 1S NOT SHOWN TO BE REMOVED, BUT INTERFERES WITH THE NEW CONSTRUCTION, IS TO BE REMOVED BY THE CONTRACTOR. 31. THE CONTRACTOR SHALL REMOVE, RELOCATE, REPLACE, ADJUST, ADAPT AND MODIFY EXISTING EQUIPMENT AND/OR SYSTEM AS REQUIRED BY THE DRAWINGS OR SPECIFICATIONS AND AS MAY BE REQUIRED WHEN SUCH WORK IS UNCOVERED AND FOUND TO INTERFERE WITH THE COMPLETION OF WORK IN THE CONTRACT WITHOUT ADDITIONAL COST TO THE OWNER. 32. THE CONTRACTOR IS TO BALANCE ALL DUCT SYSTEMS AND PROVIDE ALL, NECESSARY BELTS, PULLEYS, SHEAVES, ETC. TO ACHIEVE THE DESIGN AIR QUANTITIES. NEWLY DESIGNED AREAS SHALL BE BALANCED TO THE INDICATED AIR QUANTITIES ON THE DRAWINGS, ALL EXISTING AREAS SHALL BE REBALANCED TO THE ORIGINAL DESIGN REQUIREMENTS, ALL BALANCED AIR QUANTITIES ARE TO BE WITHIN 5% OF DESIGN AIR QUANTITIES. 33, ALL SQUARE ELBOWS ON DUCTWORK ARE TO HAVE DOUBLE THICKNESS TURNING VANES. 34. CONTRACTOR IS TO PROVIDE. MANUAL DAMPERS IN EACH SPLIT OR TAP CONNECTION TO TRUNK DUCTS FOR BALANCING PURPOSES, EACH PROVIDED WITH OPERATOR AND LUCKING DEVICE. INSTALL DIVERTING VANES AT BRANCHES CONNECTED INTO THE MAIN WITHOUT A NECK. 35. THE CONTRACTOR SHALL COORDINATE OPENINGS IN THE EXTERIOR WALLS OR ROOFS FOR THE INSTALLATION OF OUTSIDE AIR LOUVERS OR GOOSENECKS, 36. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION. 37. AFTER FINAL TESTS AND ADJUSTMENTS, FULLY INSTRUCT OWNER'S OPERATING PERSONNEL IN ALL DETAILS OF OPERATION FOR EQUIPMENT IN,SrALLED. A SIGNED RECEIPT WHICH SHALL BE OBTAINED FROM THE OPERATOR SHALL BE CONSTRUED AS EVIDENCE THAT INSTRUCTIONS WERE SATISFACTORY. 38. FURNISH TWO (2) COPIES OF WRITTEN DESCRIPTIONS OF ALL SYSTEMS COVERING ALL MANUAL OPERATING PROCEDURE, AUTOMATIC CONTROL DESCRIPTIONS AND AUTOMATIC CONTROL TEMPERATURE AND PRESSURE SETTINGS. WRITTEN DESCRIPTIONS SHALL INCLUDE LUBRICATION SCHEDULES, PARTS LISTS, PERFORMANCE SERVICES FOR EQUIPMENT, FILTER SIZE/QUANTITY SCHEDULE, ETC. WHEN MANUFACTURER'S STANDARD INSTRUCTIONS ARE UTILIZED, THEY SHALL BE CLEARLY MARKED TO INDICATE APPLICABILITY. 3 IF THIf3 nPAIP-/INO IF, c.f;SS Tr Aj 2;" X q4° IT IS A R10U(.,ED st7I= 4 5 In CI a A 11 : cri a p C. 01' w cn 0020 U W (, c w Et S LL: z yam. �� w t-- U DZ a Z r3 HiQ r - w Q N Z) �.. N N W. zzQ°?�; s'��. •.}.: ,i "� Lu �s►T�' 0:i t� noa� x' U O Z Z m o c va C6 W Q < c� cot)) In(o z LTi. N Lc 11 : cri a p C. 01' w cn W (, c w Et S LL: z U I z DZ a Z r3 HiQ r - w Q Z) �.. N N W. s'��. •.}.: ,i U I- W Q f)� W W Z Z Z W Lj_ z Ip ©�` d Iyx ' COQw�-:fir Q � U) <L 0 C.3 w � Q z 0 CL z O u) F) U w Q m D cn c� a r - w C) w Q N Q 66 z t cn � fX PROD NO: '1500.305 SCALE: _ DATE: 11/25/08 DESIGNED BY: DRAWN BY: CHECKED BY: SHEET TITLE: MECHANICAL' SYMBOLS, NOTES & DRAWING LIST SHEET NO. M-001 SHEET OF m C (E) 6x6 EXHAUST TO BE REMOVED IN ITS ENTIRETY e' 3 ii 11 1 , ii , 1 a CONTRACTOR TO CAP & SEAL AIR TIGHT. EXISTING DUCTWORK TO TERMINATE AT TENANT DEMISING WALL. (E) 16"0 (E) 6x6 EXHAUST TO REMAIN (TYPICAL FOR 2) 3 (E) 16" 0 VAV (E) 14$00 1 I3 ------------.__..--_„----- - - t - 1 __-,^ " •i _ W 'T (E)y 36" 0 _ ._._...,,._..__.----_-----_-----------_-_.__-.--_-__-__..._ AIR DISTRIBUTION PLAN SCALE:1 /4"=1'-0" I I I I I ( ! I I 1 I I I I I I I i I I I I I I I i I i 1 f f I I { I I I I I 1 23 IF THIS DRAWING IS LESS THAN 22" X34" 1T' 1S A REDUCED SIZE DRAWINQ 4 1A DEMOLITION NOTES 1. THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE SAME WITH CONTRACT DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS TO SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE SUBMISSION OF A BID PROPOSAL FOR DEMOLITION. NO ALLOWANCE WILL BE MADE FOR FAILURE TO COMPLY WITH THESE REQUIREMENTS AND A BID PROPOSAL SHALL BE CONSTRUED AS EVIDENCE HE HAS DONE SO, 2. ANY EXISTING EQUIPMENT, DUCTWORK, A/C UNITS, ETC, WHICH IS NOT SHOWN TO BE REMOVED, BUT INTERFERES WITH THE NEW CONSTRUCTION IS -1-0 BE REMOVED BY THE CONTRACTOR AT NO ADDITIONAL COST. 3. THE CONTRACTOR, PRIOR TO THE REMOVAL AND DEMOLITION WORK IS TO INFORM THE OWNER OF THE ITEMS BEING REMOVED AND TO DETERMINE IF THE OWNER WOULD LIKE TO TAKE . POSSESSION OF IT. 4. CONTRACTOR SHALL DEMOLISH ALL HVAC EQUIPMENT, DUCTWORK, AND APPURTENANCES IN THE SPACE & ASSOCIATED CONDENSING UNITS. 5, SHOULD ANY QUESTION ARISE AS TO WHETHER OR NOT ANY PIPING, EQUIPMENT OR OTHER ITEM SHOULD BE REMOVED, OR REMAIN AS PRESENTLY INSTALLED, THIS CONTRACTOR SHALL REQUEST, IN WRITING, CLARIFICATION FROM THE ARCHITECT. 6, ANY DEMOLITION OF EXISTING EQUIPMENT SHALL INCLUDE THE REMOVAL OF THEIR RELATED CONTROLS AND CONTROL WIRING, SUPPORTS, DUCTWORK, PIPING, ALL CORRESPONDING ACCESSORIES AND PARTS, DUCTWORK AND ELECTRICAL POWER SUPPLY. 7, REMOVAL SHALL INCLUDE TAKING FROM THE PREMISES AND DISPOSAL OF REMOVED ITEMS TO THE LOCATION INDICATED BY THE OWNER OR BLDG, UNLESS OTHERWISE NOTED. S. THIS CONTRACTOR SHALL CAP ALL REMAINING DUCTS, AT ALL POINTS OF DISCONNECTION, AIRTIGHT. 9. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK WITH ITS COMPLETION AND FINAL ACCEPTANCE AND SHALL REPLACE ANY OF THE SAME WHICH MAY BE DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COSI TO THE OWNER. 10. BEFORE PROCEEDING WITH ANY WORK IN OCCUPIED OR USED ARDS, THE CONTRACTOR SHALL APPLY TO THE OWNER OF BUILDING FACILITY ENGINEERS FOR PERMISS(ON TO ENTER SUCH AREAS, THE CONTRACTOR IS OBLIGED TO PERFORM HIS WORK ONLY AT THE TIME OR TIMES DESIGNATED BY THE OWNER OR BLDG. FACILITY ENGINEERS. THERE WILL BE NO ADDITIONAL COMPENSATION FOR THE WORK PERFORMED AFTER HOURS OR ON OFF -DAYS WITHOUT PRIOR WRITTEN APPROVAL, 11. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE FAILURE OF ANY DUCTWORK SYSTEM OR EQUIPMENT TO FUNCTION PROPERLY UPON COMPLETION OF HIS WORK UPON SAID SYSTEM OR EQUIPMENT. 12. DEMOLITION AND OTHER WORK WHICH CREATES DIRT AND/OR DISTURBING NOISE, MUST BE PERFORMED AT THE TIME AND MANNER DIRECTED BY THE OWNER OR BLDG. FACILITY ENGINEERS. THE DELIVERY, HANDLING, AND INSTALLING OF MATERIALS, EQUIPMENT AND DEBRIS MUST BE ARRANGED TO AVOID ANY INCONVENIENCE AND ANNOYANCE TO THE BUILDING AND OPERATION. CLEANING MUST BE CONTROLLED TO PREVENT DIRT AND DUST FROM INFILTRATING INTO ADJACENT TENANT OR MECHANICAL AREAS, WELDING OR BURNING MUST BE PERFORMED ONLY DURING TIMES SPECIFICALLY APPROVED BY THE FACILITIES AND MAINTENANCE ENGINEERS. 13, ALL RETURN AIR DUCT OPENINGS SHALL BE COVERED WITH TEMPORARY FILTER DURING THE DEMOLITION. 14. CONTRACTOR TO BALANCE EXISTING VAV BOX AND ALL ASSOCIATED DUCTWORK AND NEW & EXISTING DIFFUSERS. REPORT ANY DISCPRENCIES TO ENGINEER. 5 _�0 C m• m Ql au a p ui LY C1.. w � w do � G, z _ � oz iu w C) N Z U1 Q U C7 Q CJ `� <>r w 0 Z QLL Z CY_� Q co y U�� �0 r.. � w 0 Q)Z co 14- w T Ir N C? Q�i � rN f> W c`1 0 ••jai..: N z A» e m Ql au a p ui LY C1.. w � w do � G, z _ � oz iu w C) N Z U1 Q U C7 CJ `� <>r Z QLL Z CY_� :X)z co y �0 r.. � w 0 ti rn 14- < Z C�)r f> W c`1 0 ••jai..: N z A» e z U) ai*.yyK;ir HfS'f U m LY C1.. CY � F_ CL Q � C UJ Z 0 U CJ `� <>r Z QLL Z CY_� 0 . l < Z C�)r M`I y 0 z e z U) ai*.yyK;ir HfS'f 40 O :/�,.y z cy— � l� Q 00 CD 0 F_ CL 0 µ zo- U) LuQ co 7) Q Q 00 CD N t-, L6 p i l 0 w Q PRQJ NO. 1500.S05 SCALE: DATE: 1 DESIGNED E3Y: DRAWN BY: _�---------________-----. CHECKED BY: SHEET TITLE: MECHANICAL, FLOOR & DEMO PLANS SHEET No. - M -1 01 SHEET OF 0 ---- PROVIDE FOR EACH DAMPER 20 GAUGE OPPOSED ACTION END 4"X 4"X 20 GAUGE DAMPERS— EDGES CRIMPED 1 2"X1 2" - - SUPPORTS RIVETED TO DUCT. AS SHOWN (MAX. BLADE HEIGHT 12"} IN CINDER CONCRETE SLABS OR IN REPUBLIC ARCH CONCRETE BEAMS USE APPROVED SCISSOR, TYPE HANGER DUCT SLAB HOOK (B,S.&A. FILE #A--61--63 SM.) EXPANSION BOLT 20 GAUGE QUADRANT 3 8" SQUARE ROD WITH MINIMUM SIZE 1 /4"— � (B.S.&A.FfLE MOUNTING BRACKET ON ____..M..—___...___.._.._._..-- y WASHER AT EACH END. #390 -58 ---SM OR INSULATED DUCT ONLY. DUCT #480-64—SM OR DUCT SECURE TO @ �#481-64—SM.).} ,J REINFORCING � FOR STONE RODS. ----.PROVIDE BEARINGS AT CONCRETE ONLY. BOTH ENDS (GRIND ROD ROUND.) - FASTEN TO SIDES OF 1/8" x 1 "GALVANIZED IRON DUCTS UNDER 48" WIDE,OVER 48" WIDE TURN DAMPER REGULATOR-_ HANGERS 8'-•-0" ON CENTER WITH LOCKING TYPE �- DAMPER ROD CLIP. FOR DUCTS 4 SQ.FT, AND UNDER BOTTOM FOR 2" INDICATOR QUADRANT. -- UNDER, 4'--0" ON CENTER AND FASTEN. ONE REGULATOR FOR � FOR DUCTS OVER 4 SQ.FT. IN EACH TWO BLADES. AREA. HANGERS SHALL BE SAME MATERIAL AS DUCTWORK NOTE OPPOSED ACTION FOR DUCTS OVER 29" WIDE LINKAGE ASSEMBLY. AND/OR OVER 12" HIGH. TYPICAL DUCT HANGING DETAIL NOT TO SCALE LOW PRESSURE BALANCING DAMPER. NOT TO SCALE r-- -DUCT ELBOW. FRAME. 11/4 R. 21/4'TYP, 31/2" TURNING VANE NOTES: 1 ..... LOCKING LUGS TO BE INTEGRAL WITH -THE TURNING VANE. 2.,,..MAXIMUM UNSUPPORTED FRAME LENGTH TO BE 48". 3 ..... FRAMES 1'0 BE BOLTED OR RIVETED TO THE ELBOW. 4_., -VANES AND FRAMES -TO BE SAME GAUGE AS THE ELBOW (MINIMUM 20 GAUGE), 5 ..... SQUARE ELBOWS ARE -TO BE USED ONLY WHEN SPECIFICALLY INDICATED ON -THE DESIGN DRAWINGS. E nnviwl I I ir\ DOUBLE THICKNESS TURNING VANES FOR MITERED ELBOWS NOT . TO SCALE SHEET METAL DUCT DAMPER TO DIFFUSEI NECK SUPPLY DUCT DAMPER ON HUNG CEILING TYPICAL DIFFUSER CONNECTION NOT TO SCALE RETAINING ANGLES SHALL FIRE RATED CONSTRUCTION BE MINIMUM OF 1 1/2" x 1 1/2" x 1/8" SHALL OVERLAP WALL A V MINIMUM OF ONE INCH ON ----.MAX. CLEARANCE 1/8". /LF, SEAL ALL FOUR SIDES OPENING WITH MINERAL WOOL BOLT, WELDED, OR RIVET ANGLES TO SLE EVE AT A MAX. OF 12" AND WITH \ MINIMUM .OF TWO CONNECTIONS IN EACH SIDE, TOP AND BOTTOM: FIRESTAT DAMPER MOTOR RUSKIN FSD^-60 BSA #176---82-SM STEEL SLEEVE— 14 GAUGE BOLT, WELD OR RIVET DAMPER TO SLEEVE ON SAME SPACING AS RETAINING ANGLES SHEETMETAL DUCTWORK ZAACQESS BREAKAWAY DUCT CONNECTION. (TYP.) DOOR SHALL BE NO LESS NOTES: THAN 20" x 20" UNLESS 6 MAX. ON ALL SIDES OTHERWISE APPROVED FIRESTAT AND DAMPER MOTOR -TO BE OUTSIDE OF AIR STREAM, COIVIDINATION EIRE AND SMOKE. DAMPER DETAIL NOT TO SCALE GENERAL NOTES: COMBINATION FIRE AND SMOKE GAME0-CFSD 1, FURNISH AND INSTALL COMBINATION FIRE AND SMOKE DAMPERS WHERE INDICATED ON THE DRAWINGS. 2. DAMPERS ARE TO BE 1-1/2 HOUR UL 555 RATED AND UL 5555 CLASSIFICATION FOR CFSD. 3. PROVIDE FIRESTAT AND ELECTRIC OPERATOR FOR EACH CFSD. 4. OPERATION: DAMPER SHALL BE CLOSED UPON RECEIVING A SIGNAL FROM THE FIRE ALARM PANEL AND/OR IN RESPONSE TO LOCAL FIRE/S•MOKE SIGNAL. WHEN DAMPER IS CLOSED IN RESPONSE TO SMOKE OR FIRE, A MANUAL OVERRIDE SIGNAL FROM THE FIRE ALARM PANEL SHALL OPEN THE DAMPER IF REQUIRED. DAMPER OPERATION CAPABILITIES ARE MAINTAINED REGARDLESS OF PRESENCE OF FIRE OR SMOKE ' CONDITIONS, 5. MANUFACTURER: CFSD RUSKIN MODEL FSD 60 OR APPROVED EQUAL. 6, INSTALL DUCT DETECTORS (FURNISHED BY E.C.) FOR ALL CFSD'S. LOCATE DUCT DETECTORS UPSTREAM OF THE DAMPERS IN THE DIRECTION OF AIR FLOW. COORDINATE ALL WORK WITH ELECTRICAL CONTRACTOR. 3 TI 11S DP.A'•nrll~i ` IS L 5414 T, -IAN ??„ X ?4„ IT 18 A REDI..0 D SIZE AIR FLOW -�` MAIN DUCT. CLINCH COLLAR 45° 1/13 W, T 6"MIN. W r (BRANCH DUCT WIDTH) END BEARING J AIRFLOW PROVIDE VOLUME DAMPER IN MAIN DUCT WHEN THERE ARE NO FURTHER BRANCH TAKE --OFFS. 'HAND DAMPER REGULATOR -<-------WITH LOCKING 'TYPE INDICATOR QUADRANT NOTES: 1. SEE PLANS FOR DUCT SIZES. 2. SEE BALANCING DAMPER CONSTRUCTION DETAIL, TYPICAL DETAIL OF RECTANGULAR DUCT TAP (WITH . VOLUME DANIIP R_! ) - - ,. NOT TO SCALE STRAIGHT, RIGID DUCT AT BOX INLET, MINIMUM LENGTH 3'--0", CONICAL TEE MAXIMUM LENGTH 5'-0",— CONNECTION, TRANSITION DUCT FROM MEDIUM PRESSURE RUNOUT DUCT SIZE DOWN. SUPPLY DUCT.—, TO BOX INLET DIAMETER, - 4 ----RUNOUT DUCT— SIZE EQUALS VAV BOX INLET DIAMETER + 2". FLEXIBLE CONNECTION SIZE, EQUALS BOX INLET DIAMETER +-- TRANSITION. VAV BOAC LOW PRESSURE RECTANGULAR SUPPLY DUCT. PROVIDE SOUNDLINING FOR MINIMUM OF 10 FEET DOWNSTREAM OF BOX, DUCT SIZES ON PLAN ARE INTERIOR CLEAR DIMENSIONS. DETAIL OF VAV BOX CONNECTION NOT TO SCALE 4 D V I A r11 C.!F,) 110 C,, wv p �l Q f--- O Zc� LLI 4 X L U O4CL. Ko (amu i PEA$Oq Dor,UMEM cum ar "a . JoW I Lio,eaaaa �V ,,tt 0. 6) Q 1 V C'7 ou(c) Z 0z N W pCD I— �a a z Q z ~ wQco o� •'> ' . N N N LU ��*�. U E� W Q Iii_ CL < —� 0-< LLA Z Z 0 Q .�, 0 0 C I�Z- LL< ZZ U) �i u <o Z ci�I �a L O I= CL. OU) cn Lu n m CDU C' 00 N Iw., NQ z r O W CK Q PROJ NO: 1500.SQ5 SCALE: DATE: 11/25/08 DESIGNED BY: DRAWN BY: CHECKED BY: SHEET TITLE: MECHANICAL DETAILS SHEET NO. M-341 SHEET OF 1. GENCRAL A. WORK INCLUDES HVAC WORK AT INDULGENCES, TERMINAL A, INTERNATIONAL DEPARTURES, ORLANDO SANFORD INTERNATIONAL AIRPORT, SANFORD, FL, 32773 B. ALL WORK SHALL. COMPLY WITH REQUIREMENTS OF THE FLORIDA STATE BUILDING CODE, WITH LOCAL AMENDMENTS, BUILDING MANAGEMENT, ALL APPLICABLE CODES REFER TO GOAA, AND ALL AUTHORITIES HAVING JURISDICTION, C. PRIOR TO SUBMISSION OF HIS/HER BID, THIS CONTRACTOR SHALL VISIT THE JOB SITE TO ASCERTAIN THE ACTUAL FIELD CONDITIONS AS THEY RELATE TO THE WORT{ AS INDICATED ON THE DRAWINGS AND DESCRIBED HEREIN. DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE ARCHITECT'S AND ENGINEER'S ATTENTION PRIOR TO SUBMISSION OF HIS BID, AND IF NOT RESOLVED TO HIS SATISFACTION, SHALL BE A WRITTEN QUALIFICATION OF HIS/HER BID. AFTER D THE, SIGNING OF CONTRACTS, NO ALLOWANCE SHALL BE MADE TO THE CONTRACTOR DUE TO ANY MISUNDERSTANDING OF THE CONDITIONS PERTAINING TO THE SITE, D. PRIOR TO SUBMISSION OF FilS/HER FORMAL BID, THIS CONTRACTOR SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS OF THE ENTIRE PROJECT INCLUDING GENERAL CONSTRUCTION, DEMOLITION, ELECTRICAL, MECHANICAL AND PLUMBING AND HE/SNE SHALL NOTIFY THE GENERAL CONTRACTOR OF WORK REQUIRED IN HIS/HER BID WHICH IS INDICATED OR IMPLIED IN OTHER SECTIONS OF THE WORK. E. INSTALL WORK IN A NEAT WORKMANLIKE MANNER READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. F. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK AND APPROXIMATE LOCATION OF EQUIPMENT. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND COORDINATE FINAL LOCATIONS OF DIFFUSERS, GRILLES AND REGISTERS WITH REFLECTED CEILING PLANS. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES IN SHOP DRAWINGS AND AGAIN PRIOR TO COMMENCEMENT OF WORK TO AVOID CONFLICT. SUBMIT COORDINATED .SHOP DRAWINGS FOR REVIEW. G. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF THIS WORK. FINAL ACCEPTANCE SHALL BE DEFINED AS THE TIME AT WHICH THE MECHANICAL WORK IS TAKEN OVER AND ACCEPTED BY THE OWNER, AND IS UNDER CARE, CUSTODY AND CONTROL OF THE OWNER. ENGAGE THE SERVICES OF VARIOUS MANUFACTURERS SUPPLYING THE EQUIPMENT FOR THE PROPER START --UP AND OPERATION OF THE AIR CONDITIONING SYSTEMS. INSTRUCT THE OWNER'S PERSONNEL IN THE PROPER OPERATION AND SERVICING OF THE SYSTEM. H. CONTRACTOR SHALL CARRY PUBLIC LIABILITY AND WORKMEN'S COMPENSATION AS REQUIRED FOR THE COMPLETE INSTALLATION OF THE CONTRACT WORK. THIS CONTRACTOR SHALL SUBMIT SATISFACTORY PROOF TO THE OWNER OF THE AFOREMENTIONED COVERAGE. 1. "PROVIDE" IN THIS DOCUMENT MEANS FURNISH AND INSTALL. C J. THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIA DOCUMENT A201 FOURTEENTH EDITION, AUGUST 199.7, AND THE ARCHITECT'S SPECIFICATIONS, AS APPLICABLE, ARE PART OF THIS CONTRACT. 2. SCOPE OF WORK A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SHOP DRAWINGS AND CONTRACTOR'S SERVICES NECESSARY FOR COMPLETE, SAFE INSTALLATION OF ALL WORK EXPLAINED HEREIN AND SHOWN ON THE DRAWINGS, IN FULL CONFORMITY WITH THE REQUIREMENTS OF ALL APPLICABLE ELECTRICAL AND GOAA CODES AND OF ALL AUTHORITIES HAVING JURISDICTION. B. SECURE CERTIFICATES, PAY ALL FEES AND CHARGES FOR ALL WORK INSTALLED, CERTIFYING COMPLIANCE OF ALL GOVERNING AUTHORITIES. CONTRACTOR TO PERFORM REQUIRED CONTROLLED INSPECTION. DELIVER CERTIFICATES TO. OWNER BEFORE FILING. 3. CONNECTIONS TO EXISTING WORK A. PLAN INSTALLATION OF NEW WORK AND CONNECTIONS TO EXISTING WORK TO ENSURE MINIMUM INTERFERENCE WITH REGULAR OPERATION OF EXISTING FACILITIES. ALL SYSTEM SHUTDOWNS AFFECTING OTHER AREAS SHALL BE COORDINATED WITH BUILDING OWNER. B. CONNECT NEW WORK TO EXISTING WORK IN NEAT AND APPROVED MANNER. RESTORE EXISTING WORK DISTURBED WHILE INSTALLING NEW WORK TO ACCEPTABLE CONDITION AS DETERMINED BY ARCHITECT. 4. REMOVAL AND RELOCATION OF EXISTING WORK A. DISCONNECT, REMOVE, AND/OR RELOCATE EXISTING MATERIAL, EQUIPMENT AND OTHER WORK B AS NOTED OR REQUIRED FOR PROPER INSTALLATION OF NEW SYSTEM. DISPOSE OF REMOVED MATERIAL. EQUIPMENT TO BE TURNED OVER TO OWNER UNLESS OTHERWISE SPECIFIED. EQUIPMENT AND MATERIAL NOT ACCEPTED BY OWNER SHALL BE DISPOSED OF PROPERLY AS PER ALL AUTHORITIES HAVING JURISDICTION. B. REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK SHALL BE NECESSARY FOR THE SATISFACTORY PERFORMANCE OF THE GENERAL WORK. ALL EXISTING CONDITIONS ARE NOT COMPLETELY DETAILED ON DRAWINGS. CONTRACTOR SHALL SURVEY SITE AND MAKE ALL NECESSARY CHANGES REQUIRED, BASED ON EXISTING CONDITIONS, FOR PROPER INSTALLATION OF NEW WORK. C. GENERAL CONTRACTOR TO REMOVE ALL CEILING IN AREAS WHERE. NEW DUCTWORK IS INSTALLED OR EXISTING DUCTWORK IS ALTERED, AS PER ARCHITECT'S INSTRUCTIONS, D. ALL NECESSARY CUTTING -AND PATCHING FOR HVAC WORK SHALL BE PERFORMED BY THIS CONTRACTOR AND COORDINATED WITH BUILDING OWNER SO AS TO MINIMIZE DISRUPTION OF -- EXISTING TENANTS AND SERVICES, RESTORE TO MATCH EXISTING CONDITIONS. 5, DUCTWORK A, RECTANGULAR AND ROUND DUCTWORK SHALL BE GALVANIZED STEEL, FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA 1995 HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE; AND 1985 HVAC AIR DUCT LEAKAGE TEST MANUAL. ALL NEW AND EXISTING SEAMS AND JOINTS SHALL BE CAULKED AND TAPED. ALL NEW DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSION. A 2 1 3 Li. VOLUME DAMPERS - GALVANIZED STEEL, PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS, 1985, FIRST EDITION. PROVIDE BEARING AT ONE END OF DAMPER WITH ROD AND QUADRANT, WITH LEVER AND LOCKSCREW AT OPPOSITE END. INSTALL WITH LEVERS ACCESSIBLE. C. ACCESS DOORS INSULATED AND UN -INSULATED, SAME AS DUCT, MINIMUM 18"X12", UNLESS OTHERWISE APPROVED, HINGED WITH LATCH SIMILAR TO VENTLOCK NO. 100. DUCT ACCESS DOORS SHALL BE PROVIDED AT ALL FIRE DAMPERS, SMOKE DAMPERS, AUTOMATIC DAMPERS, UPSTREAM & DOWNSTREAM OF MECHANICAL EQUIPMENT INSTALLED IN DUCTWORK, AND WHERE REQUIRED FOR SERVICING, ADJUSTING AND MAINTENANCE. 1. FOR ACCESS DOORS REQUIRED FOR VOLUME DAMPERS, DISCONNECT SWITCHES, HVAC EQUIPMENT AND ACCESSORIES, MECHANICAL CONTRACTOR SHALL. COORDINATE ACCESS DOORS IN SHEETROCK CEILING/WALLS WITH G.C. AND ARCHITECT. THE ACCESS DOORS SHALL BE' SPECIFIED BY THE ARCHITECT AND PROVIDED BY THE G.C., MINIMUM RECOMMENDED SIZE IS 24"X24". LARGER SIZE SHALL BE PROVIDED TO FACILITATE REMOVAL OF LARGER EQUPIMENT FOR REPLACEMENT, D. TURNING VANES - GALVAN17ED STEEL, SMALL DOUBLE THICKNESS VANES, WITH 2" INSIDE RADIUS, E. FLEXIBLE CONNECTIONS AT FANS SHALL BE NEOPRENE COATED GLASS FABRIC, 30 OZ. PER SQUARE YARD WITH SEWED AND CEMENTED SEAMS, SIMILAR TO VENT FABRICS, INC. F. ALL FLEXIBLE CONNECTIONS AND DUCTWORK SHALL CONFORM TO THE REQUIREMENTS FOR CLASS 0 OR CLASS 1 CONNECTORS WHEN TESTED AND APPROVED IN ACCORDANCE WITH UL 181/96. FLEXIBLE DUCT RUNS SHALL NOT EXCEED THREE (3) FEET IN LENGTH. G, DUCT ELBOWS IN GALVANIZED DUCTS SHALL BE FULL RADIUS, MITERED WITH TURNING VANES, OR SHORT RADIUS ELBOWS WITH SPLITTERS. ALL SQUARE ELBOWS, IF ACCEPTED BY ARCHITECT, SHALL BE PROVIDED WITH TURNING VANES MAXIMUM 4 -INCH OR CENTER. H. DUCTS SHALL BE SEALED AND TESTED, CLASS "B" AND PERFORM PRESSURE TEST. 6. INSULATION AS TESTED BY PROCEDURE ASTM -E-84, NFPA 225 AND UL 723 NOT EXCEEDING A FLAME SPREAD OF 25 AND SMOKE DEVELOPED INDFX OF 50. A. DUCTWORK - FIBROUS GLASS BLANKET, FOIL -SCRIM KRAFT FACING, 1 -INCH THICK INSULATION SHALL BE APPLIED TO ALL EXISTING SUPPLY AIR DUCTWORK WHERE NOT INTERNALLY LINED, AND TO ALL NEW SUPPLY AIR DUCTWORK WHERE NOT INTERNALLY LINED. THE MINIMUM THERMAL RESISTANCE SHALL BE EQUIVALENT TO R-5 PER INCH OR GREATER. B. ACOUSTICAL DUCT LINING -- PROVIDE ACOUSTICAL DUCT LINER AS FOLLOWS: 10 FEET DOWNSTREAM OF FAN POWERED/VAV BOXES, RETURN AIR 10 FEET FROM FAN, TRANSFER AIR DUCTS, OTHER DUCTWORK AS INDICATED ON PLANS.. MATERIAL SHALL BE FIBERGLASS, MINIMUM 3 LB. DENSITY, 1 INCH THICKNESS, MAXIMUM 0.26 K FACTOR AT 75-F MEAN TEMPERATURE WITH NEOPRENE COATED FINISH AND STENCILED IN ACCORDANCE WITH NFPA 90. IT SHALL BE SIMILAR TO JOHNS -MANVILLE LINACOUSTIC, OR AN APPROVED EQUAL. ALL SOUND -LINING, ADHESIVES, FACES AND ACCESSORIES TO BE APPLIED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, EXCEPT AS OTHERWISE NOTED, 7. ELECTRICAL WORK A. ELECTRICAL POWER WIRING SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. CONTROL WIRING SHALL BE BY DIV '17 AND SHALL BE DEFINED AS ANY 12V, 24V, OR 120V WIRING INSTALLED FOR PURPOSES OTHER THAN PROVIDING PRIMARY ELECTRICAL POWER TO EQUIPMENT, U. MOTOR STARTERS SHALL BE FURNISHED BY HVAC CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR. PROVIDE COMBINATION STARTER WITH FUSED DISCONNECT SWITCH AND HAND--OFF-AUTO SWITCH FOR ALL HVAC EQUIPMENT. 8. SHOP DRAWINGS A. SUBMIT SHOP STANDARDS FOR DUCT CONSTRUCTION. SUBMIT A SEPIA AND TWO (2) PRINTS OF SHEET METAL AND/OR PIPING COORDINATED SHOP DRAWINGS, CERTIFIED IN WRITING BY ALL TRADES THAT COORDINATION HAS BEEN ESTABLISHED. SUBMIT CERTIFIED EQUIPMENT CUTS WITH CONSTRUCTION WIRING DIAGRAMS AND AUTOMATIC TEMPERATURE CONTROL SHOP DRAWINGS, SUBMIT TWO (2) BOOK -BOUND OPERATING AND SERVICE MANUALS WHICH SHALL INCLUDE COPIES OF ALL SHOP DRAWINGS. SUBMITTAL SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: - DUCTWORK AND PIPING, Na" SCALE. - CERTIFIED AIR BALANCING REPORT. l- DIFFUSERS, REGISTERS, GRILLES,- AND VIBRATION ISOLATORS. -- EQUIPMENT AND EQUIPMENT SUPPORTS (VAV BOXES, EXHAUST/RETURN FANS, PIPING, ETC.). - AUTOMATIC TEMPERATURE CONTROLS FOR ALL EQUIPMENT, DIAGRAM AND SEQUENCE OF OPERATION WITH CATALOG CUT SHEETS OF ALL COMPONENTS, 9. CLEANING, BALANCING AND ADJUSTMENT A. RESTORE FINISHED SURFACE, IF DAMAGED, AND DELIVER ENTIRE INSTALLATION IN AN APPROVED CONDITION. 8. SET MODULATION OF OUTSIDE, RETURN AND SPILL AIR DAMPERS TO PROVIDE THE AIR QUANTITIES AS SHOWN ON DRAWINGS. C. AIR BALANCING WORK SHALL BE PERFORMED BY AN INDEPENDENT AABC CERTIFIED COMPANY, NOT ASSOCIATED WITH THE CONTRACTOR. THE AIR BALANCING COMPANY SHALL PERFORM TEST IN ACCORDANCE WITH SMACNA AND SHALL INCLUDE THE FOLLOWING: 1. TEST, ADJUST AND BALANCE AIR DISTRIBUTION SYSTEMS TO PROVIDE AIR QUANTITIES WITHIN PLUS OR MINUS 5%. 2 1 3 ! 4 2. SUBMIT A CERTIFIED TEST REPORT INDICATING THE FOLLOWING: - TEMPERATURE OF AIR AT TRUNK DUCT. - TEMPERATURE OF AIR LEAVING OUTLETS. - QUANTITY OF AIR AT EACH OUTLET AFTER BALANCING. - AIR QUANTITY AT TRUNK DUCTS MEASURED THROUGH A DUCT TRAVERSE AND COINCIDENT STATIC PRESSURE. - SUPPLY AND RETURN STATIC PRESSURE FOR ALL AIR CONDITIONING UNITS, FANS, AND AIR FILTRATION DEVICES. - WATER QUANTITY AND TEMPERATURE AT ALL BOILERS. - FAN MOTOR AND AIR CONDITIONING UNIT AMPERAGES. 10. DIFFUSERS,' GRILLES, AND REGISTERS A. ' 4—WAY BLOW SUPPLY AIR DIFFUSERS SHALL BE BASED ON TITUS MODEL OMNI AND SHALL BE EQUIPPED WITH OPPOSED BLADE DAMPERS. B. REGISTERS AND EXHAUST AIR GRILLES SHALL BE BASED ON TITUS MODEL 350RL AND SHALL. BE EQUIPPED. WITH OPPOSED BLADE DAMPERS. C. REGISTERS AND GRILLES SHALL BE COMPATIBLE WITH CEILING CONSTRUCTION IN WHICH 'THEY ARE INSTALLED. D. FINISH SHALL BE AS SPECIFIED BY THE ARCHITECT, CONTRACTOR TO COORDINATE MOUNTING TYPE WITH CEILING TYPE. IF THIS DRAWING IS I„ F,89 THAM .t?" Y 3411 IT IS A REDL.jQ rD �9 NO 0 5 9 a CI AI 6_=" =' utLijv N Q> L ZCD w xS f co o 0 F co b c, �v Q N Cb-,' Z 0 zJ U _ C-) 0 Wr 'J1�< 2-ew; c ) Lm:;; smwa uocumpW8 a0427 ®" 0 Na c� 04) w t CD z o' ... CV W oI N jjOz CD L va O 7 "' x QDu)� 0 ►•-- � rte: Uj Q N N Lu •': ! t= N. U w0 EE n- 7) CK tZ `� U.. Z q0< Q <¢ a-, Z Z 0 1 0Lo i'yj cn i4'u LL v r.... Z L 4 ► Z � Q z Q � z W 0 0 t= a z a 0 erw n a U O` Q ca co N w � N Q Q 0 Q PROD NO: 1500,305 SCALE: DATE: 11125/08 5ESIGNED _ BY: DRAWN BY: CHECKED BY: SHEET TITLE: MECHANICAL SPECIFICATIONS SHEET NO. M-401 SHEET or