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HomeMy WebLinkAbout3200 Red Cleveland Blvd (a)r C 2 1 3 1 4 1 5 11�\ Gate 9 Gate 8 ORLANDO SANFORD INTERNATIONAL AIRPORT KEY PLAN SON UP Retail Specialists EUROCAFE TERMINAL B, DOMESTIC LEVEL 2ND LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA INDEX OF DRAWINGS GENERAL NO. TITLE G-001 GENERAL - REQUIREMENTS 01010-01090 G-002 GENERAL - REQUIREMENTS 01300-01500 G-003 GENERAL - REQUIREMENTS 01600-01740 ARCHITECTURAL D NO, TITLE A-001 ARCHITECTURAL - SPECIFICATIONS 02060-06100 A-002 ARCHITECTURAL - SPECIFICATIONS 06400-08150 A-003 ARCHITECTURAL - SPECIFICATIONS 08300-09500 A-004 ARCHITECTURAL - SPECIFICATIONS 09650-10550 A-005 ARCHITECTURAL - SPECIFICATIONS 11130-12670 A-101 ARCHITECTURAL - TEMPORARY & NEW WORK FLOOR PLANS A-102 ARCHITECTURAL - FINISH FLOOR & CEILING PLANS A-201 ARCHITECTURAL - ELEVATIONS A-501 ARCHITECTURAL - CONSTRUCTION DETAILS A-502 ARCHITECTURAL - CONSTRUCTION DETAILS A-503 ARCHITECTURAL - CONSTRUCTION DETAILS A-504 ARCHITECTURAL - SECTIONS & DETAILS A-505 ARCHITECTURAL - SIGNAGE DETAILS AI -101 ARCHITECTURAL - EQUIPMENT PLAN MECHANICAL I � o i V! J NO. TITLE MECHANICAL FLORIDA BUILDING CODE, 2004 EDITION, CHAPTER M-001 MECHANICAL - HVAC SYMBOL, DRAWING LIST, NOTES & ABBREVIATIONS M-101 MECHANICAL - AIR DISTRIBUTION PLAN, SCHEDULE & C NOTES M-201 MECHANICAL - DETAILS M-301 MECHANICAL - SPECIFICATIONS ELECTRICAL NO. E-001 E-101 E-201 E-301 PLUMBING NO. P-001 P-101 P-201 P-301 P-401 TITLE ELECTRICAL - SPECIFICATIONS ELECTRICAL - POWER & LIGHTING PLANS & DETAILS ELECTRICAL - SCHEDULES, SYMBOL LIST, & DETAILS ELECTRICAL - COMMUNICATION PLAN, DETAILS & SPECIFICATIONSNs Rk E°RbBUILDINObE Tgb P REVIEyrCb OOHS- RUEp R PERMIT. q p ANO CONbi71 r Is CANCiOL K AN NOT gslCEN$ECRMITO UEDSH'q�E I'ROVI610NS LTER AUTHORITY EEb Wf ISSU OF` SE7 TO V10 TITLE �g 7AFce 'ATP ERMrN�ICALCIpDEANY RS He ROM T REVE'NT T HALL 014 ?ION OF BRIPORS c' TER RfiO'UIRING E BUILDING PLUMBING - SYMBOLS LIST, NOTES &"S*i;i ""'tl�THLCooesoNSTRU�Ory PLUMBING - PLAN PLUMBING - DETAILS PaN PLUMBING - RISER DIAGRAMS PLANS REVIEWEU PLUMBING - SPECIFICATIONS Ug FIRE PROTECTION _NO. TITLE SP -001 SPRINKLER - SYMBOL LIST, NOTES & DRAWING LIST SP -101 SPRINKLER - FLOOR PLAN OFFICE SP-201 SPRINKLER - DETAILS SP -301 SPRINKLER - SPECIFICATIONS PROJECT KEY PLAN. CONCEPTUAL RENDERING 2 1 3 Separate Life Safety drawings will be required for new systems or alterations to existing fire sprinkler systems, Plans must show sprinkler head locations, pipe sizing, and hydro calculations (if needed) and product cut sheets. Approval of the plan set is required prior to request of inspection. Separate Life Safety drawings will be required for new systems or alterations to existing fire alarm systems. Plans must be shown with device locations, one line diagrams, battery calculations, and product cut sheets. Approval of the plan set is required prior to fire alarm inspection. 4 'I� cy: Sanford ire Prev Div. I�c,ITu�ir'Ifl7t D`/- /� �/f711�i r Q A a co � w � TENANT SPACE DATA Z (- r N coN Z Z Q o 0 w O • ~ W 8 3 O U Z Z N Z Q Z N APPLICABLE C❑DES ® ¢Ln(naw BUILDING FLORIDA BUILDING CODE, 2004 EDITION n ®o n'r," AND ALL APPLICABLE AMMENENTMENTS FIRE 0" tom, NNa CN FLORIDA BUILDING CODE, 2004 EDITION 0. W W CIE ® CV ELECTRICAL NATI❑NAL ELECTRICAL CODE, 2004 EDITION W QZ I � o i V! J Z r� Z Q MECHANICAL FLORIDA BUILDING CODE, 2004 EDITION, CHAPTER J Vo w O q �j N r N ••• N w N Z � •'•'' •'`!� ENERGY EFFICIENCY O • PROJECT LOCATION FLORIDA BUILDING CODE, 2004 EDITION, EUROCA O MECHANICAL WW � Q PLUMBING FLORIDA BUILDING CODE, 2004 EDITION, PLUMBING Q Z i"- O ACCESSIBILITY FLORIDA BUILDING CODE, 2004 EDITION, CHAPTER (w s, Q Z N H xP4 - O It Si, ACCESSIBILITY CODE Cw LL a o o n n o „ 0 BASE BUILDING F� Z_ CO �O USE GROUP CLASSIFICATION Al - ASSEMBLY -COVERED MALL BUILDING W TYPE OF CONSTRUCTION TYPE IIB, SPRINKLERED O BUILDING HEIGHT IN STORIES 3 TENANT SPACE Z O LOCATION ORLANDO SANFORD INTERNATIONAL AIRPORT INTERNATIONAL TERMINAL A N EL USE GROUP CLASSIFICATION M TYPE OF CONSTRUCTION I Z D EE C0 HEIGHT IN STORIES I � .. FOOTAGE �o w 417 SF ` h � � �' '_ _ SF /PERSON (TABLE 100412) 50 ` t ;. �� N L 7 OCCUPANT LOAD REQUIRED (<50 P) 1 NUMBER OF EXITS A �,_ '- " I' OD :3 �----„ NUMBER OF EXITS PROVIDED STORE OPENINGS WITH EGRESS DOOR cc w ;. RATING INFORMATION EGRESS LENGTH OF TRAVEL NOT AFFECTED- 200 FEET O "� �^ i �_ PROTECTION o °o �✓" - /� FLAME SPREAD REQUIREMENTS CLASS AERED PROJECT KEY PLAN. CONCEPTUAL RENDERING 2 1 3 Separate Life Safety drawings will be required for new systems or alterations to existing fire sprinkler systems, Plans must show sprinkler head locations, pipe sizing, and hydro calculations (if needed) and product cut sheets. Approval of the plan set is required prior to request of inspection. Separate Life Safety drawings will be required for new systems or alterations to existing fire alarm systems. Plans must be shown with device locations, one line diagrams, battery calculations, and product cut sheets. Approval of the plan set is required prior to fire alarm inspection. 4 'I� cy: Sanford ire Prev Div. I�c,ITu�ir'Ifl7t D`/- /� �/f711�i r Q A a co � w � WU 1 Z (- r N coN Z Z Q o 0 w O • ~ W 8 3 O U Z Z N Z Q Z N c 0 0 = Q ® ¢Ln(naw 0" 0 NNa CN v 0. W W CIE zZ CV W r N w W QZ I � o i V! J Z r� Z Q C) I- X r - CO J Vo w O q �j N r N ••• N w N Z � •'•'' •'`!� N Z a O • U IY O WW � Q Q Z O W 0 (w s, Q Z N H xP4 U PWL W a WZo °o O It rx 000 Cw LL W OZ �LLa 0 Q Q Z_ CO �O W O Z O EL D EE C0 �o w I' OD :3 LL_ W °o a- 00 0 80 0 W D � Q Z r r O U) W Q PROJ NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: SHEET NO. SHEET OF IN r 9 A 2 Gate 9 Gate 8 ORLANDO SANFORD INTERNATIONAL AIRPORT KEY PLAN, PROJECT KEY PLAN. 4 3 SON EUR. TERI 2ND ORLANDO SANFORI SANFORD. FLORIDA 4 1 5 CONCEPTUAL RENDERING, 2 1 1 3 r'IS A NFUZED 4 INDEX OF DRAWINGS GENERAL ARCHITECTURAL - NO. TITLE G-001 GENERAL - REQUIREMENTS 01010-01090 G-002 GENERAL - REQUIREMENTS 01300-01500 G-003 GENERAL - REQUIREMENTS 01600-01740 ARCHIT CTF� URAL D NO. TITLE A-001 ARCHITECTURAL - SPECIFICATIONS 02060-06100 A-002 ARCHITECTURAL - SPECIFICATIONS 06400-08150 A-003 ARCHITECTURAL - SPECIFICATIONS 08300-09500 A-004 ARCHITECTURAL - SPECIFICATIONS 09650-10550 A-005 ARCHITECTURAL - SPECIFICATIONS 11130-12670 A-101 ARCHITECTURAL - TEMPORARY & NEW WORK FLOOR PLANS A-102 ARCHITECTURAL - FINISH FLOOR & CEILING PLANS A-201 ARCHITECTURAL - ELEVATIONS A-501 ARCHITECTURAL - CONSTRUCTION DETAILS A-502 ARCHITECTURAL - CONSTRUCTION DETAILS A-503 ARCHITECTURAL - CONSTRUCTION DETAILS A-504 ARCHITECTURAL - SECTIONS & DETAILS A-505 ARCHITECTURAL - SIGNAGE DETAILS AI -101 ARCHITECTURAL - EQUIPMENT PLAN MECH NO. TITLE M-001 MECHANICAL - HVAC SYMBOL, DRAWING LIST, NOTES & ABBREVIATIONS M-101 MECHANICAL - AIR DISTRIBUTION PLAN, SCHEDULE & nin-rrc i �"— M-20 M-30 NO.. E -C E-1 E-2 E P-001 P-101 P-201 P-301 P-401 MECHAN - S MEC CAL - SPEIONS EL CAL - SPECIFICATIONS ELECTR OWER & LIGHTING ELECTRICAL - SC S, SYMBOL ELECTRICAL - COMMUNI ON PLAN, SPECIFICATIONS / TITLE PLUMBING - SYMBOLS LIST, NOTES & PLUMBING - PLAN PLUMBING - DETAILS PLUMBING - RISER DIAGRAMS PLUMBING - SPECIFICATIONS & DETAILS & DETAILS pt& LIST FIRE PROTECTION N TITLE S 001 SP SYMBOL LIST, NOTES & DRAWING LIST S 101 S INKLER - FLOOR PLAN S 01S INKLER - DEio SP 01 SP - SP 5 ul w U C5 (A J N wO?�cam U o 4 Z Z N OOR LU H o = Q Z N z 0 0 z ® Q 00- 00 OV 0) O NN4 W W � � z �z 2 N w �- oN 05 Z 0 cO M Q ? F- of h W O} aS Ui • �> N N w Z•'•'+'. O • •. ;+. N z 4: U O uj w =Q Q � 0 w W t- - vz0 w N Za1 -i Lu u - =4 W ~ z 2cr- Aar ow° w LL m Q ..iz� ¢a z cn �O 0 w z O z O F - O Er co w m 0 W 0 0 N N w H — G Z 0 O t- v- m Y g. PROJ NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: SHEET NO. SHEET OF J C 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 CONNECTIONS, 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 SHALL 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 CONSIDERATION OF THE BUILDING RULES. 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 THE 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 TO 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 ACCEPTABLE 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 THE 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-STEIGER 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: TELEPHONES, 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. OS01 - OWNER SUPPLIED OWNER INSTALLED. B OSCI - OWNER SUPPLIED CONTRACTOR INSTALLED. 2, OWNER'S RESPONSIBILITIES: (OSOI & OSCI) A. ARRANGE FOR AND DELIVER OWNER REVIEWED SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES, TO THE CONTRACTOR. B. ARRANGE AND PAY FOR PRODUCT DELIVERY TO SITE. C. ON DELIVERY, INSPECT 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: (OS01 & OSCI) A. REVIEW OWNER REVIEWED SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. B. RECEIVE, UNLOAD AND UNCRATE PRODUCTS AT THE SITE; INSPECT FOR COMPLETENESS OR DAMAGE, JOINTLY WITH OWNER. C. HANDLE AND STORE PRODUCTS. D. REPAIR OR REPLACE ITEMS DAMAGED AFTER RECEIPT. E• INSTALL AND FINISH PRODUCTS. (OSCI ONLY) 4. ITEMS SUPPLIED TO SITE AND INSTALLED BY OWNER (OS01): A. ITEMS AS INDICATED ON THE DRAWINGS. 5. ITEMS SUPPLIED BY OWNER FOR INSTALLATION BY CONTRACTOR (OSCI): A. ITEMS AS INDICATED ON THE DRAWINGS. It MATERIALS - NOT USED III EXECUTION - NOT USED END OF SECTION 01010 01019 - CONTRACT CONSIDERATIOUS 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 G703 - APPLICATION AND CERTIFICATE FOR PAYMENT CONTINUATION SHEET, IN DUPLICATE, WITHIN 15 DAYS AFTER DATE OF OWNER -CONTRACTOR AGREEMENT. 1 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 INSTRUCTIONS 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 CONSIDERED VALID. CONTRACTOR TO SUBMIT AN ESTIMATE WITHIN SEVEN CALENDAR DAYS. 3. THE CONTRACTOR MAY PROPOSE CHANGES BY SUBMITTING A REQUEST FOR CHANGE TO THE ARCHITECT, DESCRIBING THE PROPOSED CHANGE AND ITS FULL EFFECT ON THE WORK. INCLUDE A STATEMENT DESCRIBING THE REASON FOR THE CHANGE, AND THE 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 AIA FORM G713 CONSTRUCTION CHANGE DIRECTIVE, SIGNED BY THE OWNER, INSTRUCTING THE CONTRACTOR TO PROCEED WITH A CHANGE 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 DETERMINE 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 FULL INFORMATION REQUIRED FOR EVALUATION OF PROPOSED CHANGES, AND TO SUBSTANTIATE COSTS FOR CHANGES IN THE WORK. 6. CONTRACTOR SHALL ISSUE CHANGE ORDERS, USING AIA G701 CHANGE ORDER, FOR SIGNATURES OF ALL PARTIES AS PROVIDED IN THE CONDITIONS OF THE CONTRACT. 11 MATERIALS - NOT USED III EXECUTION - NOT USED END OF SECTION 01019 01039 - COORDINATION AND hdELIINGS 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 W 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. B. ATTENDANCE REQUIRED: AUTHORITY HAVING JURISDICTION, LANDLORD, OWNER, ARCHITECT, CONTRACTOR AND CONTRACTOR'S SUPERINTENDENT. C. AGENDA: 1. 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 REQUIREMENTS 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. B. ATTENDANCE 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 3 D. CONTRACTOR SHALL RECORD MINUTES AND DISTRIBUTE COPIES WITHIN TWO BUSINESS DAYS AFTER MEETING 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 MEETINGS, 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: I. REVIEW MINUTES OF PREVIOUS MEETING. 2. REVIEW PROGRESS OF WORK. 3. FIELD OBSERVATIONS, PROB6EMS, 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 SCHEDULES. 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 PARTICIPANTS, 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 DAT D. CONTRACTOR SHALL PREPARE AGENDA AND PRESIDE AT MEETING: 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 MEETING TO PARTICIPANTS, WITH ONE COPY TO ARCHITECT, OWNER, PARTICIPANTS, AND THOSE AFFECTED BY DECISIONS MADE. It MATERIALS - NOT USED III EXECUTION - NOT USED END OF SECTION 01039 01045 CUTTING AbID PAMHING: I WORK INCLUDED - 1. THIS SECTION ESTABLISHES GENERAL REQUIREMENTS PERTAINING TO CUTTING INCLUDING FITTING, AND PATCHING OF ALL THE WORK, INCLUDING MISCELLANEOUS ARCHITECTURAL, STRUCTURAL MECHANICAL AND ELECTRICAL WORK REQUIRED OUTSIDE THE CONTRACT LJMIT LINE 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 REQUIIJMENTS OF THE CONTRACT DOCUMENTS. 5. REMOVE AND REPLACE DEFECTIVE WORK.�v 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 BY 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 SAFETY OR THE STRUCTURAL INTEGRITY OF THE BUILDING, SUBMIT A WRITTEN 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 TO PROCEED IS GIVEN BY BUILDING OWNER'S REPRESENTATIVE FOR KNOWN STRUCTURAL REINFORCEMENT LOCATIONS. 00 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 nRAWINP IP LESS THAN 22" X 34" IT IS A REDUCED SITE DRAWING 4 if MATERIALS - 1. FOR REPLACEMENT OF WORK REMOVED,. USE MATERIALS WHICH COMPLY WITH THE PERTINENT SECTIONS OF THESE SPECIFICATIONS. EXISTING AREAS ABUTTING NEW WORK OUTSIDE CONTRACT LIMIT LINE ARE TO MATCH EXISTING LIKE WORK IN MATERIAL AND FINISH: SEE SECTION 01400. III EXECUTION - 1. INSPECT EXISTING 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 NOT 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 BY METHODS 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 WHERE EXPOSED TO VIEW. END OF SECTION 01045 01090 - REFERENCE STANDARDS 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. E 2. ALL MATERIALS AND WORKMANSHIP ARE REQUIRED BY THESE CONTRACT DOCUMENTS TO MEET OR EXCEED ALL PERXINENT CODES AND STANDARDS. IT 1S THE COI`TFRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND WORKMANSHIP WHICH MEET OR EXCEED THE SPECIFICALLY NAMED CODE OR STANDARD. 3. IT IS 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 BE IN THE FORM REQUESTED IN WRITING BY THE ARCHITECT, AND GENERALLY WILL BE REQUIRED TO 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 THIS 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 MEET OR EXCEED THE SPECIFIED REQUIREMENTS. 3. THE ARCHITECT RESERVES THE RIGHT TO REJECT ITEMS INCORPORATED INTO THE WORK WHICH FAIL TO MEET THE SPECIFIED MINIMUM REQUIREMENTS. THE ARCHITECT FURTHER RESERVES THE RIGHT, 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. 11 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 STATION DETROIT, MI 48219 AIA AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVE. NW, WASHINGTON, OC 20006 (202) 626-7474 AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION 400 N. MICHIGAN AVE. 8TH FLR., CHICAGO, IL 60611 (312) 670-2400 AISI AMERICAN IRON AND STEEL INSTITUTE 1000 16TH ST. NW, WASHINGTON, DC 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, IL 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 5 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) 636-8400 ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS 345 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) 783-4845 ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS 1916 RACE ST., PHILADELPHIA, PA 19103 (215) 299-5400 AWI AMERICAN WOODWORK INSTITUTE 1952 ISAAC NEWTON SQUARE, RESTON, 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 60477-5795 (708) 799-2300 BHMA BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION 60 E. 42ND ST., ROOM 511, NEW YORK, NY 10165 (212) 682-8142 FGMA FLAT GLASS MARKETING ASSOCIATION 3310 HARRISON ST., TOPEKA, KS 66611 (913) 266-7013 IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS, INC. 345 E. 47TH ST., NEW YORK, NY 10017 (212) 705-7900 F- MCAA MECHANICAL CONTRACTOR'S ASSOCIATION OF AMERICA 5530 WISCONSIN ANE., SUITE 250, CHEW CHASE, MD 20815 (301) 654-7960 NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS 221 N, LASALLE ST., CHICAGO, IL 60601 (312) 346-1600 NBS NATIONAL BUREAU OF STANDARDS -U.S. DEPARTMENT OF COMMERCE GAITHERSBURG, MD 20234 (301) 921-1000 NEC NATIONAL ELECTRICAL CODE-NFPA BATTERYMARCH PARK, QUINCY, MA 02269 (617) 770-3300 NECA NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION 7315 WISCONSIN AVE., BETHESDA, MD 20814 (301) 657-3110 NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION 2101 L ST„ NW, WASHINGTON, DC 20037 (202) 457-8400 NFPA NATIONAL FIRE PROTECTION ASSOCIATION BATTERYMARCH PARK, QUINCY, MA 02269 (617) 770-3300 NHLA NATIONAL HARDWARE LUMBER ASSOCIATION P.O. BOX 34518, MEMPHIS, TN 38104 (901) 377-1818 NMC NATIONAL MECHANICAL CODE-BOCA 4051 W. FLOSSMOOR RD., COUNTRY CLUB HILLS, IL 60477-5795 (708) 799-2300 NPC NATIONAL PLUMBING CODE-BOCA 4051 W. FLASSMOOR RD., COUNTRY CLUB HILLS, IL 60477-5795 (708) 799-2300 OSHA OCCUPATIONAL SAFETY HEALTH ADMINISTRATION U.S. DEPARTMENT OF LABOR WASHINGTON, DC 20402 SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION P.O. BOX 70, MERRIFIELD,VA 22116 (703) 790-9890 SSPC STEEL STRUCTURES PAINTING COUNCIL 4400 5TH AVE„ PITTSBURGH, PA 15213 (412) 578-3327 TCA TILE 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 Ili EXECUTION - NOT USED END OD SECTION 01090 5 1 C Noi AI PROJ NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: GENERAL REQUIREMENTS 01010 - 01090 SHEET NO. G-001 SHEET OF U a O 0 ui M � . a W CIC Q ►� a: ao l7 F . uJ r LU p cV r N ^w �za U W W U (n = }} co 3z o Z M M a 00o ; � N 04 � r W Z 3 dN LU o z 0 •." O a O ao m oo U0 ZZQ0) 01 O o OR N a� P Lu o = Q z N U m O X PROJ NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: GENERAL REQUIREMENTS 01010 - 01090 SHEET NO. G-001 SHEET OF U a O 0 ui M � . a W CIC Q ►� z z 0) l7 F . uJ r LU p cV r N ^w �za U B z co o (n = }} co 3z o Z M M a 00o ; Lu 0 � r N (/1 ��� dN LU N z 0 •." N z a O m PROJ NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: GENERAL REQUIREMENTS 01010 - 01090 SHEET NO. G-001 SHEET OF (q a. w x CIC Q � J H a Qz W O � W �za U UceOJ Zaa o Lu o 0 000 W moa 0 Lu Q Q (A _z �O W z O PROJ NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: GENERAL REQUIREMENTS 01010 - 01090 SHEET NO. G-001 SHEET OF Z O H a z0 U 0 cn Lu m cn - O o a� PROJ NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: GENERAL REQUIREMENTS 01010 - 01090 SHEET NO. G-001 SHEET OF - 1 PROJ NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: GENERAL REQUIREMENTS 01010 - 01090 SHEET NO. G-001 SHEET OF U C A 01300 SUBMITTALS AND SUBSTITUTIONS: I WORK INCLUDED - 1. SUBMIT SHOP DRAWINGS ON ALL FABRICATED ITEMS. 2. SUBMIT SAMPLES OF ALE FINISH MATERIALS. 3• SUBMIT MANUFACTURER'S LITERATURE ONIAS MATERIALS NOT INCLUDED IN THE SHOP DRAWING OR SAMPLE SUBMITTALS. 4. SUBMIT ALL ADDITIONAL REQUIREMENTS AS SPECIFIED ON THE DRAWINGS INCLUDING STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 5. PROVIDE ON-SITE OR SHOP MOCK-UPS WHERE 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 MATERIAL USED IN THE WORK COMPLY WITH ALL SPECIFIED PROVISIONS THEREOF. CERTIFICATION SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM FURNISHING SATISFACTORY MATERIALS IF, AFTER TESTS ARE PERFORMED ON SELECTED SAMPLES, THE MATERIAL IS FOUND TO NOT MEET SPECIFIED REQUIREMENTS. 9. SHOW ON EACH CERTIFICATION THE NAME AND LOCATION OF THE WORK, THE NAME AND ADDRESS OF THE SUB -CONTRACTOR, QUANTITY AND DATE OR DATES OF SHIPMENT OR DELIVERY TO WHICH THE CERTIFICATE APPLIES, AND NAME OF THE MANUFACTURING OR FABRICATING COMPANY. CERTIFICATION SHALL BE IN THE FORM OF A LETTER OR COMPANY STANDARD FORMS CONTAINING ALL REQUIRED DATA. CERTIFICATES SHALL BE SIGNED BY AN OFFICER OF THE MANUFACTURING OF FABRICATING COMPANY. it MATERIALS - 1 • SUBMIT ALL SHOP DRAWINGS IN THE FORM OF,(1) SEPIA TRANSPARENCY AND (2) BLUELINE PRINTS OF EACH DRAWING. ALL REVIEW COMMENTS WILL BE SHOWN ON THE SEPIA TRANSPARENCY AND RETURNED TO THE CONTRACTOR. THE 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 LITERATURE COPIES WHICH ARE REQUIRED TO BE RETURNED PLUS (2) COPIES WHICH WILL BE 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 QUANTITIES TO BE DETERMINED AT THE PRE -CONSTRUCTION MEETING. 6. DO NOT SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS UNLESS SUCH SUBSTITUTION HAS BEEN SPECIFICALLY ACCEPTED, IN WRITING, FOR THIS WORK BY THE ARCHITECT. WHERE THE PHRASE "OR EQUAL" OR "OR EQUAL AS ACCEPTED BY THE ARCHITECT" OCCURS IN THE 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 LETTER OF TRANSMITTAL CONTAINING ALL PERTINENT INFORMATION REQUIRED FOR IDENTIFICATION AND REVIEWING OF THE SUBMITTAL. 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 1 2 01310 CONSTEUCTION SCHEDULE: 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 6. 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 PERFORM THE ACTIVITY OR HAVE THE ACTIVITY PERFORMED BY WHATEVER METHOD THE ARCHITECT DEEMS APPROPRIATE 4. COSTS INCURRED BY THE ARCHITECT W CONNECTION WITH EXPEDITING CONSTRUCTION ACTIVITY UNDER THIS ARTICLE SHALL BE REIMBURSED TO THE ARCHITECT BY THE CONTRACTOR. IT IS EXPRESSLY UNDERSTOOD AND AGREED 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 SETTING 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 III OF THIS SECTION. 3. WITHIN 14 DAYS AFTER RECEIPT OF 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 DESCRIBED, SUBMIT THREE COPIES OF THE CONSTRUCTION SCHEDULE AND THREE COPIES OF THE MATERIALS STATUS REPORTS UPDATED AS DESCRIBED IN PART III OF THIS SECTION. 11 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 ISSUE 3. VENDOR NAME 4. DATE SHIPPED, AND SHIPPING MEANS UTILIZED 5. ESTIMATED DATE OF ARRIVAL AT JOB SITE 6. ACTUAL DATE OF ARRIVAL AT JOB SITE, AND RECEIVING REPORT NUMBER 2 3 III EXECUTION - 1. PRELIMINARY ANALYSIS: 1. SHOW ALL ACTIVITIES OF THE CONTRACTOR UNDER THIS WORK FOR THE PERIOD BETWEEN RECEIPT OF NOTICE TO PROCEED AND SUBMITTAL OF CONSTRUCTION SCHEDULE REQUIRED. 2. SHOW CONTRACTOR'S GENERAL APPROACH TO THE REMAINDER OF THE WORK. 3. SHOW COST OF ALL ACTIVITIES SCHEDULED FOR PERFORMANCE BEFORE SUBMITTAL AND ACCEPTANCE OF THE CONSTRUCTION SCHEDULE. 4. SUBMITTALS SHALL BE IN ACCORDANCE WITH THE ABOVE CONSTRUCTION SCHEDULE. 5. 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 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 01400 QUALITY CONTROL: I WORK INCLUDED - 1. PERFORM ALL WORK IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 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. 11 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 MATERIALS SHALL BE VERIFIED WITH THE MANUFACTURERS OF THE MATERIALS TO BE INSTALLED, PROTECTED AND CLEANED. III EXECUTION - 1. ALL WORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH, COORDINATED 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 1S CONCERNED. DETAILS OF CONSTRUCTION, RELATION OF COMPONENT SECTIONS, METHODS OF CONSTRUCTION NOT SHOWN ON THE CONTRACT DOCUMENTS SHALL BE ESTABLISHED BY THE FABRICATOR 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 PATCHED TO THE SATISFACTION OF THE OWNER. REPLACE WITH NEW MATERIALS OR FINISHES, OR BOTH, TO MATCHED THOSE DAMAGED. END OF SECTION 01400 IF THIS DRAWI 3 A 4 01410 TESTING: 1 WORK INCLUDED - 1 • 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 REQUIRED, THE OWNER MAY DIRECT THAT SUCH TESTING BE PERFORMED UNDER CURRENT STANDARDS FOR TESTING. PAYMENT FOR SUCH TESTING WILL BE MADE AS DESCRIBED 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. PROMPTLY PROCESS AND DISTRIBUTE REQUIRED COPIES OF TEST REPORTS AND RELATED INSTRUCTIONS TO ENSURE NECESSARY RE -TESTING AND REPLACEMENT OF MATERIALS WITH THE LEAST POSSIBLE DELAY IN PROGRESS OF THE WORK. II MATERIALS - 1. PAYMENT FOR TESTING: 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 TESTS 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, SHALL BE PAID FOR BY THE CONTRACTOR, 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 SHALL HAVE NO AUTHORITY TO DIRECT THE CONTRACTOR OR REQUEST CHANGES IN THE WORK EXCEPT THROUGH THE ARCHITECT. III EXECUTION - 1. COOPERATION WITH TESTING LABORATORY: 1. REPRESENTATIVES OF THE TESTING LABORATORY SHALL HAVE ACCESS TO THE WORK AT ALL TIMES. 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 BY 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 NECESSARY DURING CONSTRUCTION, COORDINATE SUCH CHANGES OF SCHEDULE WITH THE TESTING LABORATORY AS REQUIRED. 4. WHEN THE TESTING LABORATORY IS READY TO TEST ACCORDING TO THE ESTABLISHED SCHEDULE, BUT IS PREVENTED FROM TESTING OR TAKING SPECIMENS DUE TO INCOMPLETENESS OF THE WORK, ALL EXTRA CHARGES FOR TESTING ATTRIBUTABLE TO THE DELAY MAY BE BACK -CHARGED TO THE CONTRACTOR AND SHALL 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 DOCUMENTS. 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 4 5 01500 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 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 OUTLETS FOR CONSTRUCTION OPERATIONS, WITH BRANCH WIRING AND DISTRIBUTION BOXES LOCATED AT EACH FLOOR, AS REQUIRED. PROVIDE FLEXIBLE POWER CORDS AS REQUIRED. PROVIDE MAIN SERVICE DISCONNECT AND OVERCURRENT PROTECTION AT CONVENIENT LOCATION. 2. PERMANENT CONVENIENCE RECEPTACLES MAY NOT BE UTILIZED DURING CONSTRUCTION, 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. 4. PERMANENT BUILDING LIGHTING MAY NOT BE 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 IS APPROVED FOR OPERATION, EQUIPMENT IS LUBRICATED AND FILTERS ARE IN PLACE. PROVIDE AND PAY FOR OPERATION, MAINTENANCE, AND REGULAR REPLACEMENT OF FILTERS AND WORN OR CONSUMED PARTS. 7. MAINTAIN MINIMUM AMBIENT TEMPERATURE OF 50 DEGREES F IN AREAS WHERE CONSTRUCTION IS IN PROGRESS, UNLESS INDICATED OTHERWISE 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 AVAILABLE IN THE 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 SECTIONS. 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 MATERIALS. 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 TABLE 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. II MATERIALS - NOT USED III EXECUTION - NOT USED END OF SECTION 01500 5 101 C A i J' W w H }� ^. Z U �- Y N z Z Q � o is SO co o 0a,U Z Z oM 0 N S Q w Z N v m O X o O = �I v 00. o0. 0 CO) N wco U) rn z cv z W a 04 w Lc oj c > CO ' Z co') Z N M Y CD 0 w 0' z •'�'�'• • N N N z a O ••�'' U I- O W CL_ d J � Q Z O W � azo U h W U-r-� °2 z A°t n% F000 u �D aWLL w mo? J Z 0 Q Q Z (/) 20 w 0 w F- O z O I - a. zw O ccf) Lu M m W ac� 0 o N N UJ L 4C; _ < I o cl z• O - w cc � Q PROJ NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: GENERAL REQUIREMENTS 01300 - 01500 SHEET NO. G-002 SHEET OF 1 N C L A 4 01600 PRODUCT HANDLING: I WORK INCLUDED - 1. THROUGHOUT THE CONSTRUCTION PERIOD USE ALL MEANS 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 PRESCRIBED IN OTHER SECTIONS OF THESE SPECIFICATIONS INCLUDING STRUCTURAL, MECHANICAL, AND ELECTRICAL WORK: SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS. 3. INCLUDE WITHIN THE CONTRACTOR'S QUALITY ASSURANCE REQUIREMENTS SUCH PROCEDURES AS ARE REQUIRED TO ASSURE 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. 11 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 CONTRACT CLOSEOUT: 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 WITH 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 DESIGNATED 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 WILL REQUEST THAT THE CONTRACTOR TO MAKE CLOSEOUT SUBMITTALS. V, IF THIS 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 01710 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 TBI, 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. It MATERIALS - 1. PROVIDE ALL REQUIRED PERSONNEL, EQUIPMENT, AND MATERIALS TO MAINTAIN THE SPECIFIED STANDARD OF CLEANLINESS. 2. USE ONLY THE CLEANING MATERIALS AND EQUIPMENT WHICH ARE COMPATIBLE WITH THE SURFACE BEING CLEANED, AS RECOMMENDED BY THE MANUFACTURER OF THE SURFACE BEING 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 AOR ALL ITEMS AWAITING REMOVAL FROM THE JOB SITE, OBSERVING ALL REQUIREMENTS FOR FIRE PROTECTION AND PROTECTION OF THE SITE AND THE OWNER'S PROPERTY. 5. DAILY, AND MORE OFTEN IF NECESSARY, INSPECT THE SITE AND PICK UP ALL SCRAP, DEBRIS, AND WASTE MATERIAL. REMOVE ALL SUCH ITEMS TO A PLACE DESIGNATED FOR THEIR STORAGE. MAINTAIN THE SITE IN A NEAT AND ORDERLY CONDITION AT ALL TIMES. 6. WEEKLY, AND MORE OFTEN IF NECESSARY, SWEEP ALL INTERIOR SPACES CLEAN. "CLEAN", FOR THE PURPOSE OF THIS SUB -PARAGRAPH, SHALL BE INTERRUPTED AS MEANING FREE FROM DUST AND OTHER MATERIAL CAPABLE OF BEING REMOVED BY USE OF REASONABLE 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 THE WORK, REMOVE FROM THE JOB SITE ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, SCRAP, DEBRIS AND WASTE. CONDUCT FINAL PROGRESS CLEANING 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 BY 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 3 61 4 01720 PROJECT 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 CAD 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 DOCUMENTS WITH THE TITLE "RECORD DOCUMENTS - JOB SET". 2. DO NOT USE THE JOB SET FOR ANY PURPOSE EXCEPT ENTRY OF NEW DATA AND FOR REVIEW BY THE ARCHITECT, UNTIL START OF TRANSFER OF THE DATA TO FINAL RECORD CAD DOCUMENTS. 3. MAINTAIN THE JOB SET AT THE SITE. 4. IN 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 A WORK INCLUDED - 1 - 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 01300. 3. REQUIRED CONTENTS OF SUBMITTALS MAY ALSO BE AMPLIFIED IN PERTINENT OTHER SECTIONS OF THESE SPECIFICATIONS. 4. SUBMIT THREE COPIES OF THE FINAL MANUAL OR MANUALS TO THE ARCHITECT PRIOR TO INDOCTRINATION OF OPERATION AND MAINTENANCE PERSONNEL. Il 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 8 1/2" X 11 ". PAPER WHITE BOND, AT LEAST 20 LB. WEIGHT. TEXT NEATLY TYPEWRITTEN. DRAWINGS 11" IN HEIGHT PREFERABLE; 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 REGARDING 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 01740 WARRANTIES AND GUARANTEE I WORK INCLUDED - 1. THIS SECTION COVERS PREPARING AND SUBMITTING MANUFACTURER'S WARRANTIES AND GUARANTEES REQUIRED, IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. in C It MATERIALS - B 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 ANTICIPATED FINAL ACCEPTANCE DATE. SUBMIT 4 COPIES OF EACH EXECUTED FORM, ONE COPY OF EACH FORM WILL BE RETURNED FOR CORRECTION OR FOR USE. 3. ACCOMPANY BLANK AND EXECUTED FORMS WITH TRANSMITTAL FORM CONTAINING THE FOLLOWING INFORMATION - 1. ITEMS COVERED BY THE WARRANTY OR GUARANTEE 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 END OF SECTION 01740 5 A 10 Lu w v Y N w O Q coo w 0 o v o _zz 0 N of z N U 'S m O au au. cOna v� U a � o N a rn q' w w ti � � z z N W p N QZ o u: J sz 'z M Q W � c w O N_ Z s •'• �'� N N N z n: O U W a. LU IX �a F-J fY Q D¢..DO w 0Q[L' U Z F- W LLL Lu V u 0t6 O Z Q 000 aX LL. W 0 z C6 mu..Q JZco Q Q Z to 20 w W2 LL' Q O f- n. O w U) o m �0) rY W a� ° d 0 cow 0 ' F- p o z�- O � w Y 0 Q PROJ NO: _P7_03080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: GENERAL REQUIREMENTS 01600 - 01740 SHEET NO, G-003 SHEET OF E 0 cV v 0 z 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, D 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. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFIC REMOVALS 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 AND/OR SHOWN ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO: WALL, FLOOR, AND CEILING SURFACE MATERIALS FOR THE PROPER ATTACHMENT AND/OR APPLICATION OF NEW FINISHES. 2. REMOVE ALL DAMAGED AND MISCELLANEOUS INCIDENTAL MATERIALS AND ITEMS IN CONFLICT WiTH THE PROPER PREPARATION, INSTALLATION AND FINISHING OF THE NEW WORK. 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 - C 1. ALL REMOVALS AND DEMOLITION SHALL BE IN COMPLIANCE WITH FLORIDA BUILDING CODE, CITY OF SANFORD DEPARTMENT OF AVIATION (DOA) AND ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REGULATIONS AND STANDARDS. 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 GLUE, 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 TENANT/OWNER TO PROCEED THESE METHODS AND PROCEDURES ARE TO BE STRICTLY FOLLOWED, 3. ALL MATERIALS AND ITEMS THAT ARE TO BE RE -USED 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 B CAUSE THROUGHOUT THE DEMOLITION OPERATIONS. PROTECTIVE COVERINGS OR BARRIERS SHALL NOT MAR, STAIN OR PENETRATE THE FINISHED WORK. 7. COORDINATE ANY AND ALL MECHANICAL AND ELECTRICAL WORK FOR THE PROPER DISCONNECTIONS, PROTECTIONS AND CAPPINGS: SEE MECHANICAL AND ELECTRICAL DRAWINGS. 1. PRIOR TO CUTTING (CORE BORING) EXISTING FLOOR SLABS VERIFY STRUCTURAL 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 WHATEVER PRECAUTIONS ARE NECESSARY TO PREVENT EXCESSIVE DUST DURING DEMOLITION. 9. REMOVE ALL PORTIONS OF THE WORK 1N A SAFE MANNER WITH CARE TO PREVENT DAMAGE TO ADJACENT AND REMAINING STRUCTURE, FINISHES OR ANY OTHER ITEMS OF THE HUDSON GROUP PROPERTY OR OTHER TENANT AREAS AND PUBLIC SPACES. 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 SALVAGE REQUIREMENTS FOR ALL MATERIALS NOTED TO BE REMOVED WITH THE AIRPORT AUTHORITY (DOA), THE LANDLORD AND THE TENANT/OWNER, THE HUDSON GROUP (THG). MATERIALS NOTED TO BE SALVAGED SHALL BE STORED PER AIRPORT AUTHORITY AND/OR LANDLORD DIRECTIONS. 12. ALL REMOVALS SHALL LEAVE THE EXISTING SURFACES AND A SUBSTRATES FREE AND CLEAN FOR THE PROPER PATCHING 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 02060 1 K 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. THE TILE FLOOR PATCHING FOR THE STORE SHALL BE LEVELED TO HEIGHT FOR A CONTINUOUS FLUSH CONDITION TO THE EXISTING FINISH FLOORING. 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 11 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. SUPPLEMENT UNDERLAYMENT, WHERE REQUIRED, AT THICKNESS GREATER THAN 6" PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 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 UNDERLAYMENT MANUFACTURER 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°F. 3. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER, RECOMMENDED IN WRITING, FOR SUBSTRATE CONDITIONS AND APPLICATIONS INDICATED. 191 EXECUTION - 1. 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 LAITANCE, 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 COMPONENTS 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 UNDERLAYMENT 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, 2 5. DO NOT INSTALL (APPLY) FINISH FLOORING OVER UNDERLAYMENT UNTIL AFTER TIME PERIOD RECOMMENDED BY UNDERLAYMENT MANUFACTURER. 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: 1 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 FOR FULL COMPLETION OF THE WORK. 1. ALL INCIDENTAL MATERIALS, INCLUDING BUT NOT LIMITED TO SUPPORT MEMBERS, ATTACHMENTS, FASTENERS, ANCHORAGE DEVICES AND ADHESIVES REQUIRED FOR THE INSTALLATION OF WORK FOR THIS AND ALL SECTIONS OF THESE SPECIFICATIONS INCLUDING MECHANICAL AND 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 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 AISC, ASTM, MFMA, NAAMM, AWS, SSPC STANDARDS AND APPLICABLE CODE REQUIREMENTS. 11 MATERIALS - 1. ALL MISCELLANEOUS SUPPORT STEEL 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 A283 3. STEEL TUBING (HOT -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 A338 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 INSERTS: 1. THREADED OR WEDGE TYPE GALVANIZED FERROUS CASTINGS OF MALLEABLE IRON COMPLYING WITH ASTM A27 2. PROVIDE REQUIRED BOLTS, SHIMS, AND WASHERS, HOT- DIP GALVANIZED IN ACCORDANCE WITH ASTM Al 51 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 SHALL BE A MINIMUM 3/16". 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. 4. ALL OTHER MISCELLANEOUS INCIDENTAL ITEMS AND MATERIALS iN TYPES SHOWN OR NOTED INCLUDING BUT NOT LIMITED TO; FASTENERS, ATTACHMENTS AND GROUT SHOWN, NOTED AND/OR REQUIRED FOR FULL COMPLETION OF THE WORK SHALL BE OF QUALITY COMPARABLE AND COMPATIBLE TO MATERIALS SPECIFIED, SELECTED BY THE CONTRACTOR, SUBJECT TO ACCEPTANCE BY THE ARCHITECT. 3 IF THIS DRAWING IS LESS THAN 22"X 34" iT 19 4 191 EXECUTION - 1. VERIFY THAT LOCATIONS TO RECEIVE ITEMS ARE PROPERLY PREPARED, DIMENSIONED AND READY FOR ITEM ATTACHMENT 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. ARCHITECTURAL WOODWORK SECTION 06400 2. GYPSUM WALLBOARD SECTION 09250 3. TILE SECTION 09300 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 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 ROUGH CARPENTRY INCLUDING BUT NOT LIMITED TO SUPPORT GROUNDS, FURRING, BACKBOARDS AND OTHER INCIDENTAL ROUGH CARPENTRY WORK NEEDED FOR A COMPLETE AND PROPER INSTALLATION AS REQUIRED FOR WORK OF ALL SECTIONS OF THESE SPECIFICATIONS INCLUDING MECHANICAL AND ELECTRICAL: SEE MECHANICAL AND ELECTRICAL DRAWINGS. 2. MISCELLANEOUS CUTTING AND PATCHING FOR ALL SECTIONS OF THESE SPECIFICATIONS INCLUDING MECHANICAL AND ELECTRICAL WORK: SEE SECTION 01045. 3. FIRESTOPPING AT ALL FIRE RATED FLOOR AND WALL PENETRATIONS AND EXPANSION JOINTS. PROVIDE UL DETAIL FOR EACH DIFFERENT INSTALLATION PROVIDED, 4. ALL BUILDING INTERIOR TEMPORARY CONSTRUCTION REQUIREMENTS, INCLUDING BUT NOT LIMITED TO PARTITIONS, DOORS, BARRICADES, BARRIERS AND SUPPORTS REQUIRED FOR REMOVALS, RELOCATIONS AND FOR INSTALLATION OF THE NEW WORK INCLUDING MECHANICAL AND ELECTRICAL WORK, IN COORDINATION WITH REQUIRED PHASING OF THE PROJECT. 5. ALL WOOD SHALL BE FIRE RETARDANT TREATED. 6. RODENT INFESTATION PREVENTION AT FLOOR AND WALL PENETRATIONS. WHEN REQUIRED BY HEALTH CODE FOR FOOD SERVICE AREAS, 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 THIS PORTION OF THE WORK, COMPLETE AND POST CERTIFICATES OF COMPLIANCE IN ACCORDANCE WITH PERTINENT REQUIREMENTS OF GOVERMENTAL AGENCIES HAVING JURISDICTION. 4. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH ALSC, 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 TO COMPLYING WITH PERTINENT CODES AND REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, UNLESS OTHERWISE SPECIFICALLY DIRECTED 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. 3. FLAMEPROOF LHC LUMBER FOR ALL BLOCKING AS PROVIDED BY OSMOSE WOOD PRESERVING, INC. 4. FLAMEPROOF LHC PLYWOOD FOR ALL SUBFLOORING AS PROVIDED BY OSMOSE WOOD PRESERVING, INC. 5. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. 11 MATERIALS - 1. ALL ROUGH CARPENTRY LUMBER SHALL BE CONSTRUCTION GRADE SEASONED, S4S DOUGLAS FIR OR WESTERN 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 SHALL BE GRADE STAMPED. 4 5 2. THREADED AND DRIVEN FASTENERS SHALL BE 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. 3. ALL WOOD AND WOOD PRODUCTS SHALL BE FIRE RETARDANT TREATED IN COMPLIANCE WITH THE CITY OF SANFORD BUILDING CODE SECTION: PRESSURE TREATED WITH FIRE RETARDANT CHEMICALS, AND GRADE STAMPED, IN ACCORDANCE WITH REFERENCE STANDARDS CITED. 1. RS -3, LUMBER AWPA C20-1988 2. RS -4, PLYWOOD AWPA C27-1988 4. FIRESTOPPiNG: 1. 3M FIRE PROTECTION PRODUCTS, OR ARCHITECT ACCEPTED EQUIVALENT, FIRESTOPPING AND SMOKE -STOPPING SYSTEMS AND DEVICES, WITH ASSIGNED MEA#, AS LISTED IN THE UL FIRE RESISTANCE DIRECTORY FOR EACH RATED WALL AND FLOOR PENETRATION CONDITION. 5, ALL TEMPORARY CONSTRUCTION PARTITIONS, SCAFFOLDING, SCREEN, BARRIER AND SUPPORT TYPES, MATERIALS, FINISHES AND THEIR LOCATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF SANFORD, AND THE TENANT/OWNER, THE HUDSON GROUP, CONSTRUCTION REQUIREMENTS AND ARE TO BE REVIEWED AND COORDINATED WITH THE CITY OF SANFORD AND/OR TNG FOR ACCEPTANCE PRIOR TO COMMENCEMENT OF THE WORK. 1. TEMPORARY CONSTRUCTION PARTITIONS: 1. 3 5/8" 20 GA. METAL STUDS @16" O.C. (OR 31/2" FIRE TREATED WOOD STUDS) WITH ONE LAYER OF 1/2" GYPSUM WALLBOARD ON PUBLIC SIDE TO 8'-0" OR CEILING HEIGHT. TAPE SPACKLE SMOOTH AND FLUSH TO RECEIVE PAINTED FINISH, SECTION 09900, AND RESILIENT WALL BASE, SECTION 09650 PER TENANT/OWNER'S INSTRUCTIONS. BRACE AS REQUIRED. DO NOT ATTACH TO FLOOR. SEAL FROM TOP OF PARTITION TO UNDERSIDE OF CEILING OR FLOOR STRUCTURE ABOVE WITH POLYETHYLENE FOR PARTITIONS STOPPING SHORT OF CEILING OR OVERHEAD STRUCTURE. 2. TEMPORARY CONSTRUCTION PARTITION DOORS AND FRAMES: 1. HOLLOW METAL KNOCK -DOWN, FRAME, SIZED FOR (2) 3-0 X 7 X 1 % FLUSH HOLLOW METAL PAIR OF DOORS, CONTRACTOR'S OPTION PROVIDE (2) SILENCERS AND HARDWARE CUTOUTS REQUIRED AND PRIMED TO RECEIVE PAINTED FINISH, SECTION 09900, OWNER'S INSTRUCTIONS. 1. HARDWARE SET FOR A PAiR FO DOORS: (CONTRACTOR'S OPTION PER TENANT/OWNER'S ACCEPTANCE) 1. (3 PR.) SELF-CLOSING SPRING HINGES 2. (1) PADLOCK & HASP 3. (1) SURFACE MOUNTED BOLT 6. RODENT INFESTATION PREVENTION: 1. GALVANIZED 18 GA. SHEET METAL COLLARS, SIZED TO OVERLAP OPENING AND TIGHT TO PENETRATING ITEM, AND ADHESIVE COMAPTIBLE TO SURFACES ADHERED, III EXECUTION - 1. SET ALL ROUGH CARPENTRY WORK AND TEMPORARY CONSTRUCTION ACCURATELY TO REQUIRED LEVELS AND LINES WITH MEMBERS PLUMB AND TRUE AND ACCURATELY CUT AND FITTED. SECURELY ATTACH THE WORK TO 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 MATERIALS IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS AND AS REQUIRED TO MEET REQUIRED CLASSIFICATION OR RATING, 3. TEMPORARY CONSTRUCTION PARTITIONS, SCREENS, BARRIERS AND SUPPORTS SHALL REMAIN IN PLACE UNTIL WORK IS COMPLETED. UPON COMPLETION OF THE WORK, OR PORTION THEREOF 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 FIRESTOPPING TO PROPERLY PREPARED CLEAN SUBSTRATE SURFACES FREE OF DIRT, DUST, GREASE, OIL, LOOSE MATERIAL, OR OTHER MATTER WHICH MAY AFFECT BOND OF FIRESTOPPING MATERIAL. APPLY PRIMER AND MATERIALS IN ACCORDANCE WiTH MANUFACTURER'S INSTRUCTIONS 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 ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 06100 tl a C' AI w Y Z3 C'j w 0 coo b „# ad 0: c00 oi U Z Z N Cd = a 0C z N 0: o O X �w v o� a CD Cl N. CIO,: oti w co U! �z w o N Qz w o ti (/) .T z } o sZ Q t( a~ C w 0 v °' T_ .. w ��� z <642a ... dam' W N 0 U i- 0 U) CL Q � J Z Q W 0 Z 0 (a) �W; z�r-� U � wQ a z R p0 u oC O Ln w LL Q J z to Q Q co _z 20 w 0 0 z. Q a O aj W cl m w co 0 0 CD b w v M Q �- 9 z O •- �- c w Y 0: PROD NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TiTLE: ARCHITECTURAL. SPECIFICATIONS 02060 - 06100 SHEET NO. A-001 SHEET OF C C A 06400 _ ARCHITECTURAL. WOODWORK: I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL 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 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 ITEMS (AW) AND STORE FIXTURES (F) AS SCHEDULED AND SHOWN ON THE DRAWINGS: 1. AW1 SIDE FOLDING CLOSURE ENCLOSURE 2. AW2 OPEN REFRIGERATOR ENCLOSURE 3. AW3 EUROCAFE FRONT AND BACK COUNTERS AND CABINETS, INCUDING GATE 5. AW4 CONDIMENT COUNTER 2. 3/4" THICK TEMPLATES FOR ALL WALL DISPLAYS AND OTHER AW UNITS, AS SHOWN ON THE PLANS. WOODWORK CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE, FIELD MEASURING AND SHALL INSPECT THE SITE TO 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 AND CLADDING; SLATWALL; SHEET PLASTIC; GLASS SHELVING; SOLID SURFACING; PAINT; FABRIC COVERED PANELS; FASTENERS; METAL STUD AND WOOD FRAMING; 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 181 GREENWOOD STREET WORCESTER, MA 01607 ATT: JIM POWERS TEL: (508) 756-4372 FAX: (508) 753-1433 EXECUTIVE MILLWORK, INC. BAY#5, 1212 -38TH AVE. N.E. CALGARY, ALBERTA, CANADA ATT: JOHN MAGNUSSON OR ROD ROLL TEL: (403) 291-0400 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) 427-0025 SPARKS CUSTOM RETAIL 2828 CHARTER RD PHILADELPHIA, PA 19154 ATT: MATT WOOD TEL: (215) 602-8056 SOLID DETAILS 3101 SUMMIT AVE. SUITE 300 PLANO, TX 75074 ATT: MARK PRINCE TEL: (972) 509-9000 FAX: (972) 423-8050 WOODWORKS RETAIL AND ARCHITECTURAL 64 EAST DUDLEY TOWN ROAD BLOOMFIELD, CT 06002 ATT: JACK GAJEWSKI OR RICK IRISH TEL: (860) 242-8223 FAX: (860) 242-6418 5. ACCEPTABLE ARCHITECTURAL WOODWORK INSTALLERS: ATLANTIC INSTALLATIONS 2258 HOLLY SPRINGS PARKWAY CANTON, GA 30115 ATT: RAIF LEWIS TEL: (770) 597-6101 E-MAIL allanticinstallations@alltel.net GREENWOOD INSTALLERS, INC. P.O. BOX 70706 QUINSIG VILLAGE STATION WORCESTER, MA 01607 ATT: BILL TYNDALL, JR. TEL: (508) 831-7190 E-MAIL greenwoodinstall@charter.net OR C/O CONTINENTAL CONSOLIDATED INDUSTRIES 181 GREENWOOD STREET WORCESTER, MA 01607 ATT: JIM POWERS TEL: (508) 756-4372 FAX: (508) 753-1433 E-MAIL jpowers@continentalconsolidated.com JDL CONTRACTING SERVICES 1176 PINEHURST 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) 345-5080 E-MAIL gryan04rbi@aol.com SOUTH GROUP 3216 CAPITAL CIRCLE NW TALLAHASSEE, FL 32303 ATT: PHILLIP MARQUIS TEL: (850) 514-3200 FAX: (850) 562-1861 E-MAIL phillip@southgroupinstallation.com 1 2 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 120R (3) 8X 10 FINISH SAMPLES. 2. PROVIDE PLANNED PAINT SYSTEM APPLICATION PROCEDURE FOR EACH PAINT TYPE AND LOCATION FOR ARCHITECT'S REVIEW AND ACCEPTANCE PRIOR TO PROCEEDING. 7, PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710 OF THESE SPECIFICATIONS, INCLUDE RECOMMENDED CLEANING METHODS, CLEANING MATERIALS AND STAIN REMOVAL METHODS. 8. ALL WORK SHALL BE HIGHEST 1N QUALITY IN COMPLIANCE WITH AWI 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 AWI 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. PLASTIC LAMINATES: (ADHESIVES, BACKER SHEETS AND SUBSTRATES PER MANUFACTURER'S SPECIFICATIONS) 1. PL1 FORMICA CLASS A #909-58 BLACK ASTM E-84 MATTE FINISH FLAME SPREAD 15 SMOKE DEVELOPED 20 2. DRAWER AND CABINET INTERIORS: 1. WHITE MELAMINE CABINET INTERIORS AND BALTIC BIRCH VENEER WITH CLEAR LACQUER FINISH DRAWERS. 2. PLYWOOD OR MEDIUM DENSITY FIBERBOARD/WOOD VENEER FACED CABINET WORK AND PANELS WITH HARDWOOD EDGING SHALL BE AWI PREMIUM GRADE QUALITY FOR ALL WOOD VENEER TYPES. USE FIRE RATED CORE MATERIAL: 1. WD1 BROOKSIDE VENEERS (914-592-7636) OR ACCEPTED EQUAL, F/C AMERICAN CHERRY, WITH A CLOSED PORE LIGHTLY STAINED SATIN LACQUER CATALYTIC FINISH, TO MATCH ARCHITECTS MEDIUM SAMPLE FOR COLOR ONLY. ALL WOOD PANELED SURFACES ADJOINED OR BUTTING REVEALS ARE TO BE BOOK MATCHED WITH ALL GRAIN TO BE VERTICAL. 3. HARDWOOD TRIM: 1. WD2 CHERRY, STAINED AND FINISHED TO MATCH WD1. 4. METAL: 1. MTI NOT USED 2, MT2 SATIN STAINLESS STEEL CLADDING, 16 GA., WITH MITERED AND RADIUSED CORNERS AND TIGHT, ALIGNED, FLUSH AND EVEN, HAIRLINE BUTT JOINTS AS NOTED AND DETAILED ON THE DRAWINGS, 3. MT3 FUTURA INDUSTRIES, 800-824-2049, ETCHED SATIN ANODIZED ALUMINUM 900 OUTSIDE CORNER TRIM, #5116/600080, M-80-0110, WITH MITERED CORNERS AND TIGHT, ALIGNED, FLUSH AND EVEN, HAIRLINE BUTT JOINTS AS NOTED AND DETAILED ON THE DRAWINGS. 4. MT4 SATIN STAINLESS STEEL CLADDING, 20 GA., WITH MITERED AND RADIUSED CORNERS AND TIGHT, ALIGNED, FLUSH AND EVEN, HAIRLINE BUTT JOINTS AS NOTED AND DETAILED ON THE DRAWINGS. S. MT5 CHEMETAL, 800-807-7341, VORTEX COLLECTION, ALUMINUM, #444 FEATHERED ALUMINUM, WITH MITERED AND RADIUSED CORNERS AND TIGHT, ALIGNED, FLUSH AND EVEN, HAIRLINE BUTT JOINTS AS NOTED AND DETAILED ON THE DRAWINGS. 5. PAINT: 1, SHOP APPLIED AWI PREMIUM GRADE PAINT SYSTEM OP -4. (ROLLER OR BRUSH APPLICATION IS NOT ACCEPTABLE) 1. P1 BENJAMIN MOORE FLAT FINISH ALKYD BLACK 2. P2 BENJAMIN MOORE FLAT FINISH ALKYD DECORATORS WHITE 3. P3 BENJAMIN MOORE GLOSSY FINISH BRIGHT YELLOW, #2022-30 6. CABINET AND DISPLAY CASE HARDWARE AS NOTED ON THE DRAWINGS 7. SHEET PLASTIC: 1. SPI 1/8" CLEAR LEXAN, WITH ALL EDGES FLAT POLISHED. 8. SOLID SURFACING: 1. SSI 3/4" HOT (RED) DUPONT CORIAN SOLID SURFACE, AS NOTED AND DETAILED ON THE DRAWINGS, 2. S82 3/4" SUN (YELLOW) DUPONT CORIAN SOLID SURFACE, AS NOTED AND DETAILED ON THE DRAWINGS. 9, METAL STUD FRAMING SYSTEMS FOR ARCHITECTURAL WOODWORK SUPPORT REQUIREMENTS. 1. IN ADDITION TO COMPLYING WITH THE PERTINENT CODES AND REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, COMPLY WITH PERTINENT RECOMMENDATIONS CONTAINED IN "SPECIFICATIONS FOR METAL LATHING AND FURRING" PUBLISHED BY THE METAL LATH/STEEL FRAMING ASSOCIATION. 1. METAL STUD FRAMING, UNLESS OTHERWISE SHOWN ON THE DRAWINGS, SHALL BE STANDARD PUNCHED STEEL STUDS AND TRACK OF THE SIZES 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 12'4" IN HEIGHT SHALL BE 20 GAUGE. 2 3 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 RUNNER 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, 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. 12. SEALANT FOR INSTALLATION CAULKING OF ALL ARCHITECTURAL WOODWORK ITEMS SHALL BE TREMCO, OR ARCHITECT ACCEPTED EQUAL, HIGH PERFORMANCE SEALANT, BLACK, AND W 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. 13. ALL MISCELLANEOUS INCIDENTAL ITEMS IN TYPES SHOWN OR NOTED ON THE DRAWINGS AND AS REQUIRED FOR FULL COMPLETION OF THE WORK. 14. COORDINATE ALL MATERIAL REQUIREMENTS WITH SECTION 09250 OF THESE SPECIFICATIONS. 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 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 IS TO BE COORDINATED WITH THE GC. A MINIMUM OF TWO DELIVERIES ARE REQUIRED - FIRST DELIVERY SHALL INCLUDE PERIMETER ITEMS; SECOND DELIVERY SHALL 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 AND/OR LEVELERS. INSTALL TO A TOLERANCE OF 1/8" IN 8'-0" 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 REPAIR 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 PRE - FINISHED MATCHING FASTENER HEADS ARE REQUIRED, USE FINE FINISHING NAILS FOR EXPOSED NAILING, COUNTERSUNK AND FILLED FLUSH WITH WOODWORK, AND MATCHING FINAL FINISH WHERE TRANSPARENT FINISH 1S INDICATED 8. PROPERLY APPLY SEALANT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED 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, ALL 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 UNIT 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 RESTORE 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 ADJUSTMENT AND MAINTENANCE OF HARDWARE FINISHES, DURING THE FINAL ADJUSTMENT OF HARDWARE. 13. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 06400 3 IF THIS DRAWING IS LESS THAN 22"X 34" 4 07250 FIREPROOFING: 1 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. FIREPROOFING TO REPLACE ALL MISSING, DAMAGED AND REMOVED EXISTING FIREPROOFING WITH NEW FOR FULL COVERAGE OF STRUCTURAL ELEMENTS AS REQUIRED BY THE STATE OF MARYLAND 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. 11 MATERIALS - 1. PRODUCTS SHALL MATCH EXISTING FIREPROOFING IN QUALITY, TYPE, THICKNESS, AND ASTM AND UL DESIGN REQUIREMENTS. III EXECUTION - 1. SURFACES SHALL BE PREPARED, CLEANED AND INSPECTED AFTER SUPPORT HANGERS AND ATTACHMENTS PENETRATING THE FIREPROOFING ARE IN PLACE. 2. EQUIPMENT AND APPLICATION PROCEDURES SHALL CONFORM TO THE MATERIAL MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. INSTALLATION OF FIREPROOFING IS SUBJECT TO THE STATE OF MARYLAND BUILDING CODE INSPECTION REQUIREMENTS. END OF SECTION 07250 07900 JOINT SEALERS: 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 TRADES TO ASSURE THE 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 1N 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 THE TYPE APPLICATION AND METHOD OF CONSTRUCTION IN ACCORDANCE WITH THE MANUFACTURER'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 4 5 Il MATERIALS - 1 . TREMCO, OR ARCHITECT ACCEPTED EQUAL, HIGH PERFORMANCE 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.NCID L I ENTA MATERIALS INCLUDING BUT NOT LIMITED TO BACK-UP MATERIALS, ADHESIVES, BOND BREAKERS, TAPE, PRIMERS AND FASTENERS REQUIRED AND COMPATIBLE AND IN ACCORDANCE WITH MATERIAL MANUFACTURER'S RECOMMENDATIONS. 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 WITH MANUFACTURER'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 AND/OR REQUIRED. END OF SECTION 07900 08160 DOORS, FRAMES AND HARDWARE: 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. 03 ELIASON FOOD SERVICE DOOR, MODEL #SCP -8, SOLID WOOD CORE DOOR, METAL FRAME AND HARDWARE, WITH 9" X 14" CLEAR ACRYLIC WINDOW SET IN BLACK RUBBER MOLDING. SUPPLIER: ELIASON (800) 828-3655 OR (800) 828-2655 2. DOORS, FRAMES AND HARDWARE FOR TEMPORARY CONSTRUCTION PARTITION 1. HARDWARE FOR THE ABOVE PER AIRPORT AUTHORITY REQUIREMENTS: SEE SECTION 06100 OF THESE SPECIFICTIONS. 3. PROVIDE COORDINATED SHOP DRAWINGS OF DOOR AND FRAME, DOOR AND HARDWARE SCHEDULE, AND MANUFACTURER'S LITERATURE ON ALL ITEMS IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS. 4. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH ANSI, NFPA, HMMA, BHMA, DHI AND APPLICABLE CODE REQUIREMENTS. 1. ALL NEW HARDWARE SHALL MATCH OR EXCEED QUALITY OF EXISTING AIRPORT STANDARDS. 11 MATERIALS - 1. BUILDING STANDARD TEMPORARY CONSTRUCTION PARTITION DOORS, DOOR FRAME AND DOOR HARDWARE. FINISHES AND LOCKING SHALL BE PER AIRPORT AUTHORITY AND/OR LANDLORD REQUIREMENTS. III EXECUTION - 1 . SET FRAMES AND DOORS PLUMB, LEVEL AND TRUE, ALL IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS, FRAMES SHALL BE ANCHORED SECURELY TO ABUTTING CONSTRUCTION. 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. CAULK FRAME TO ABUTTING CONSTRUCTION AT PERIMETER JOINTS FULL AND CONTINUOUS. ALL CAULKING SHALL BE NEATLY APPLIED WITHIN JOINT CONFINES TAKING CARE NOT TO MAR OR STAIN ABUTTING FINISH SURFACES OUTSIDE THE JOINT CONFINES: SEE SECTION 07900. 2. CLEAN, PRIME AND PROPERLY PREPARE EXPOSED TO VIEW DOOR AND FRAME SURFACES FOR SCHEDULED FINISH (P5) PER SECTION 09900 OF THESE SPECIFICATIONS. 3. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE TO ENSURE PROPER OPERATION OF FUNCTION. REPLACE ANY UNIT WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION 4. MAKE FINAL CHECK AND ADJUSTMENT OF ALL HARDWARE ITEMS, CLEAN OPERATING ITEMS AS NECESSARY TO RESTORE PROPER FUNCTION AND FINISH OF HARDWARE, 5. INSTRUCT OWNER'S PERSONNEL IN PROPER ADJUSTMENT AND MAINTENANCE OF HARDWARE FINISHES, DURING THE FINAL ADJUSTMENT OF HARDWARE. 6. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 08150 5 L� A `>hC - 1 1 1 1 LG: ARCHITECTURAL SPECIFICATIONS 06400 - 08150 SHEET N4. A-oo� SHEET OF a 0) o O W t1' oW Q � m z u% � Z oz Uwe a. co $ u- tLj w UJ U cit I- . c; 4..4 �...%' z u Y N F- a W oQ J �+ 0 w Z Z Q N w o Z ui c`ry z a: 0 co aisO l-��� Ill w !Y Z O U Z C 0 N LLJ = Q Z N U �3 D O d ® U) U) `>hC - 1 1 1 1 LG: ARCHITECTURAL SPECIFICATIONS 06400 - 08150 SHEET N4. A-oo� SHEET OF a 0) o O W t1' oW Q � m z N � Z oz Uwe 04 nw $ u- Oz U cit I- . c; 4..4 c a 2 o OR u 0 0 Q F- a W oQ J �+ 0 w N T (!) ••„ N w N Z •'•' • •.,. c`ry z a: 0 Of 0 U Ill w `>hC - 1 1 1 1 LG: ARCHITECTURAL SPECIFICATIONS 06400 - 08150 SHEET N4. A-oo� SHEET OF F- O W t1' Q � J � Z Q CL W O 0 O U Z0 F-cr- o Zw a 0a a W Z u 0 0 Q F- a W Cif LL doZ m LL Q JZcl) Q Q or Z (1) 20 Of 0 Ill w !Y O `>hC - 1 1 1 1 LG: ARCHITECTURAL SPECIFICATIONS 06400 - 08150 SHEET N4. A-oo� SHEET OF O F- a O or w � 0 m w o w co 8 co 8 w cl �t c%) t- Z �- O_ � Y o; g `>hC - 1 1 1 1 LG: ARCHITECTURAL SPECIFICATIONS 06400 - 08150 SHEET N4. A-oo� SHEET OF ❑9 C 1=3 -01 1 08300 SPECIAL DOORS: 1 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, MANUALLY OPERATED SIDE FOLDING AND ROLL DOWN CLOSURE ASSEMBLIES AS SHOWN AND SCHEDULED ON THE DRAWINGS: 1, 01 SIDE FOLDING CLOSURE 2. 02 ROLL -DOWN GRILL 3. COORDINATE ALL WORK OF OTHER SECTIONS FOR THE CLOSURES. 4. PROVIDE COORDINATED SHOP DRAWINGS FOR CLOSURE REQUIREMENTS, INCLUDING BUT NOT NECESSARILY LIMITED TO; SUPPORT FRAMING AND ENCLOSURES, PER CLOSURE MANUFACTURER'S LITERATURE IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS. 5. PROVIDE CLEANING AND MAINTENANCE DATA IN ACCORDANCE WITH SECTIONS 01710 AND 01730 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 REQUIREMENTS. 11 MATERIALS - 1. BI -PARTING SIDE FOLDING CLOSURE: 1. MANUALLY OPERATED ASSEMBLIES WITH CLEAR ANODIZED MILL ALUMINUM FiNISH / PERFORATED CLEAR ANONDIZED ALUMINUM PANEL CURTAIN. PROVIDE INSIDE/OUTSIDE CYLINDER LOCK WITH DUSTPROOF FLOOR STRIKE AND EGRESS DOORS FOR EMERGENCY EXIT. LOCATION OF EGRESS DOOR MUST BE COORDINATED WITH EUROCAFE SWING GATE. 1. DYNAFLAIR (813) 248-8100, MODEL "ELEGANCE PP" 2. ROLL -DOWN GRILL: 1. MANUALLY OPERATED ASSEMBLIES WiTH CLEAR ANODIZED MiLL ALUMINUM FINISH / PERFORATED CLEAR ANONDIZED ALUMINUM PANEL CURTAIN. 1. DYNAFLAIR (813) 248-8100, MODEL "ALUMINUM SHUTTER" III EXECUTION - 1 . INSTALLATION SHALL BE BY CLOSURE MANUFACTURER'S AUTHORIZED DISTRIBUTOR OR REPRESENTATIVE. 2. COORDINATE EXACT LOCATIONS AND SIZES 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 MANUFACTURER'S WRITTEN INSTRUCTIONS. CURTAINS SHALL OPERATE FREELY THROUGHOUT THEIR INTENDED PATH OF TRAVEL WITH ABSOLUTE MINIMUM FREEPLAY. ENSURE PROPER MINIMUM JOINT AND ALIGNMENT BETWEEN CURTAIN GUIDES AND STOREFRONT ENCLOSURES. 4. INSTRUCT OWNER'S PERSONNEL iN PROPER ADJUSTMENT AND MAINTENANCE Of CLOSURES, DURING THE FINAL ADJUSTMENT OF CLOSURE INSTALLATIONS. 5. PERFORM ALL WORK IN ACCORDANCE WiTH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 08300 09250 GYPSUM WALLBOARD: 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. GYPSUM WALLBOARD PARTITIONS, ARCHITECTURAL WOODWORK BACK-UP ASSEMBLIES, SOFFIT/FASCIA/CEILING ASSEMBLIES, FURRING AND PATCHING THROUGHOUT AS SHOWN AND SCHEDULED ON THE DRAWINGS: 1. GWB1 METAL STUD SUPPORT WALL 2. GWB2 2 SIDED SPACE PARTITION, 1 SiDE GYP. BOARD AND 1 SiDE CEMENT BOARD 1 V 2 3 �lI 2 REP.: TONY BUTLIN 3 22" X 34" IT IS A REDUCED 4 5 09500 ACOUSTICAL TREATMENT: 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. SEISMIC SUSPENDED ACOUSTICAL PANEL AND GRID SYSTEM AS SCHEDULED AND SHOWN ON THE DRAWINGS. 2. SEISMIC SUSPENSION SYSTEMS SHALL INCLUDE BLACK IRON WHERE EXISTING STRUCTURE CANNOT BE USED, TO RECEIVE CEILING SYSTEMS IN SPACES AS SCHEDULED AND SHOWN ON THE DRAWINGS. 3. COORDINATE ALL CUTOUTS AND BUILT-iN REQUIREMENTS OF PERTINENT SECTIONS OF THESE SPECIFICATIONS OF THESE 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 RECOMMENDED 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. 11 MATERIALS - 1. INTERIOR SEISMIC SUSPENDED ACOUSTICAL CEILING PANELS AND GRIDS TO FIT CEILING AREAS AND CONDITIONS: 1. ACP1 ARMSTRONG ACOUSTICAL CLASS 1 CEILING SYSTEMS 24 X 24 ASTM E-1264 X 3/4 LAY -IN "ULTIMA" #1912, FLAME SPREAD 25 BEVELED TEGULAR, SMOKE DEVELOPED 10 ACOUSTICAL CEILING PANELS, WH (WHITE), WITH ARMSTRONG 9116" "SUPRAFINE" EXPOSED 'T' LAY -IN GRID -WHITE ARMSTRONG REP: DIANA HART (877) 276-7876 - OPTION 8 -- EXT. 8089 dfhart@armstrong.com 2. ALL CEILING JOISTS, SUPPORT ANGLES, HANGER RODS, STRUTS, GUY WiRE, CLIPS, BLACK IRON, FASTENERS, ATTACHMENTS, WALL MOLDING AND MISCELLANEOUS INCIDENTAL MATERIALS REQUIRED FOR THE INSTALLATION OF THE ABOVE ITEMS APPROVED BY THE CEILING MANUFACTURER AND IN ACCORDANCE WITH THE STATE OF MARYLAND BUILDING CODE. IIi EXECUTION - 1. EXAMINATION: 1. VERIFY THAT ALL ABOVE CEILING WORK IS PROPERLY INSTALLED AND IS COMPLETE AND COMPATIBLE WITH CEILING SYSTEM IN ACCORDANCE WITH THE CEILING MANUFACTURER'S WRITTEN TECHNICAL INFORMATION, INSTALLATION INSTRUCTIONS, AND APPLICABLE ASTM STANDARDS, 2. ALL WORK REQUIRED ABOVE CEILING iS TO BE COMPLETE PRIOR TO INSTALLATION OF CEILING GRID AND PANELS. 2. INSTALLATION: 1. INSTALL ALL 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 AND METAL PANEL CEILING GRIDS. 2. INSTALL ALL CEILING PANELS AND GRIDS LEVEL AND TRUE TO SUSPENSION SYSTEM TO FIT CEILING AREAS AS SHOWN AND IN ACCORDANCE WITH THE CEILING MANUFACTURER'S WRITTEN INSTRUCTIONS. COORDINATE WITH NEW DUCTWORK CONDITIONS, DIFFUSERS, RETURNS, LIGHTING 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 09500 a C 4. COORDINATE EXACT LOCATIONS AND SIZES OF ALL REQUIRED 4. TILE GROUT: 2. PATCH TO MATCH DAMAGED EXISTING AND NEW WORK AND AS CUTOUTS, AND SPACE REQUIREMENTS AND DIMENSIONS FOR SUPPORT AND ENCLOSED ABUTTING MATERIAL REQUIREMENTS 1. G1 LATICRETE #89 SMOKE GRAY (@ STI, ST2, & ST3) REQUIRED FOR REMOVALS AND NEW WORK INSTALLATION FOR ALL SECTIONS OF THESE SPECIFICATIONS INCLUDING WITH OTHER SECTIONS OF THESE SPECIFICATIONS AND AS SHOWN 0- 0 MECHANICAL AND ELECTRICAL WORK. AND NOTED ON THE DRAWINGS: 2. G2 LATICRETE #44 BRIGHT WHITE (@ CT1) 3. GYPSUM WALLBOARD PARTITION ASSEMBLY FOR TEMPORARY 1. MISCELLANEOUS METALS SECTION 05500 3. G3 LATICRETE #545 FRENCH GRAY (11) (FOR QT1 & QT2) PARTITION: SEE SECTION 06100. 2. EXPANSION JOINT ASSEMBLIES SECTION 05800 3. CARPENTRY SECTION 06100 SUPPLIER: LATICRETE 3. PROVIDE MANUFACTURER'S LITERATURE IN ACCORDANCE WITH 4. ARCHITECTURAL WOODWORK SECTION 06400 5. MECHANICAL SEE'FP' &'H' DRAWINGS (800) 952.9015 REP.: ROANNE MARQUARDT SECTION 01300 OF THESE SPECIFICATIONS. 6. ELECTRICAL SEE'E' DRAWINGS N 4. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710 5. INSTALL WATER RESISTANT (DUROCK) CEMENT WALLBOARD AT ALL 4. ALL GROUT SHALL BE PER GROUT MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR INTENDED USE AND LOCATION. AND OF THESE SPECIFICATIONS. INCLUDE RECOMMENDED WALL AND PARTITION TYPES SCHEDULED TO RECEIVE A TILE CLEANING METHODS, CLEANING MATERIALS, AND STAIN REMOVAL SURFACE FINISH AS SCHEDULED AND SHOWN ON THE DRAWINGS. 1. ALL GROUT SHALL BE fORTiF1ED WITH LATICRETE 1776 METHODS. 6. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, GROUT ADMIX PLUS. 5. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WiTH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE 01600 AND 01710 OF THESE SPECIFICATIONS. 5, TRANSITION STRIPS: REQUIREMENTS. END OF SECTION 09250 1 T81 D ALUMINUM STRAIGHT TRANSITION II MATERIALS - STRIP-SCHIENE-AE 1. ALL GYPSUM WALLBOARD MATERIALS INCLUDING BUT NOT LIMITED w O � MFR.: SCHLUTER SYSTEMS TO: STEEL FRAMING COMPONENTS, REGULAR BOARD, FIRE • 800-472-4588 RETARDANT (TYPE Ili GRADE X) BOARD, CEMENT BOARD (DUROCK), Z' ',� ADHESIVES, METAL TRIM, METAL TRIM ACCESSORIES, ACOUSTICAL zZ 6. METAL: INSULATION (SAFE) AND SEALANT, TAPE, JOINTING COMPOUND, o CONTROL JOINTS, SKIM COAT AND MISCELLANEOUS INCIDENTAL w 1. MT7 FUTURA INDUSTRIES, 800-824-2049, 5116" SATIN SILVER MATERIALS REQUIRED FOR THE NEW WORK AND PATCHING OF ANODIZED ALUMINUM BLANKE EDGE TRIM #380 410 EXISTING SHALL BE U.S. GYPSUM QUALITY OR ARCHITECT 08025/812173, FOR GLASS TILE, WITH MITERED CORNERS ACCEPTED EQUAL: AS NOTED AND DETAILED ON THE DRAWINGS. 1. PROVIDE STANDARD PUNCHED STEEL STUDS AND TRACK OF C7O THE SIZES AND SHAPES SHOWN ON THE DRAWINGS, EITHER ELECTROLYTIC ZINC COATING (ASTM DESIGNATION A 591, CLASS ch 7. WATERPROOF/ANT!-FRACTURE MEMBRANE (AT ENTIRE SUBSTRATE B) OR PAINTED WITH 1.0 MIL DRY FILM THICKNESS) RUST- U?ZNco BELOW STONE TILE FLOORING AND 4" UP ALL WALLS): INHIBITIVE ZINC CHROMATE PRIMER PAINT, AT MANUFACTURERS OPTION. ALL INTERIOR METAL STUDS, AND THEIR ATTENDANT 1. 9235 WATERPROOFING MEMBRANE SYSTEM AS MANUFACTURED TRACK, OVER 12'-0" 1N HEIGHT SHALL BE 20 GAUGE. BY LATICRETE INTERNATIONAL, INC., OR ARCHITECT ACCEPTED 1:_ EQUAL. 2. USE ONLY ONE TYPE THROUGHOUT THE WORK, UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR SPECIFICALLY 8. EPDXY: ACCEPTED IN ADVANCE BY THE ARCHITECT. H lXZN 1. PROVIDE EPDXY INJECTION TREATMENT FOR CRACKS 3. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY 09300_ TILE: 0 COMPLETELY THROUGH THE SLAB AND THOSE FROM 0.0625 LIMITED TO, TRACKS, SCREWS, CLIPS, ANCHORS, FASTENING DEVICES; SOUND ATTENUATION PENCIL RODS AND RESILIENT I WORK INCLUDED - INCH UP TO 0.25 INCH IN WIDTH. CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE rra0X� 9. TILE FLOORING SEALER: AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE 1. RELATED DOCUMENTS: MANUFACTURER OF THE STEEL STUDS. 1. DRAWINGS AND GENERAL PROVISIONS Of THE CONTRACT, 1. MIRACLE SEALANT 511 IMPREGNATOR FOR SEALER AND SLiP 4. PROVIDE A GOOD GRADE OF COMMERCIAL GROUT FOR INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND RESISTANCE. LEVELING THE FLOOR RUNNER MEMBER OF STEEL STUD DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 10. ALL SETTING MATERIALS AND INSTALLATION PRODUCTS INCLUDING PARTITIONS AS REQUIRED 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR BUT NOT LIMITED TO: GROUTS, MORTARS AND ADHESIVES SHALL BE 5, FURRING MEMBERS: SCREW-TYPE HAT -SHAPED FURRING REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION PER STONE MANUFACTURER'S / SUPPLIER'S WRITTEN RECOMMENDATIONS FOR THINSET METHOD FOR SURFACES CHANNELS OF 25 GAGE ZINC -COATED STEEL; COMPLY WITH WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN APPLIED TO AND IN STRICT ACCORDANCE WITH THE TILE COUNCIL ASTM C645. THIS SECTION. OF AMERICA INSTALLATION STANDARDS. 6. FURRING ANCHORAGE: MANUFACTURER'S STANDARD STRAPS, CLIPS, BOLTS, OR SCREWS AS RECOMMENDED BY FURRING 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES 1. SEE SECTION 03500 FOR LEVELING COMPOUNDS. MANUFACTURER. AFFECTING, OR AFFECTED BY WORK OF THiS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY 111 EXECUTION - 2. SUSPENSION SYSTEM MATERIALS: PROGRESS OF ALL PROJECT WORK. W 1. INSTALL ALL TILE WORK TO PROPERLY PREPARED SUBSURFACE IN 1. BOLT 3 X 3 X 1/4 X 2 LONG SUPPORT ANGLES TO EXISTING 2. PROVIDE AND INSTALL: ACCORDANCE WITH THE TILE MANUFACTURER'S WRITTEN STRUCTURAL CONCRETE OR SUPPLEMENT EXISTING INTERMEDIATE FRAMING MEMBERS AS REQUIRED FOR NEW 1. FLOORING AND WALL TILE AS SHOWN AND SCHEDULED ON THE TECHNICAL INFORMATION, TILE COUNCIL OF AMERICA CONSTRUCTION HANDBOOK LATEST EDITION AND APPLICABLE ANSi SUSPENSION SYSTEM WITH UNISTRUT CHANNELS SCREW DRAWINGS. STANDARDS FOR RECOMMENDED THINSET METHOD. FASTENED TO EXISTING STRUCTURAL STEEL MEMBERS SPACED viT Z O 4 FOOT 0 INCHES ON CENTER BETWEEN EXISTING STRUCTURAL 2. WATERPROOF/ANTI FRACTURE MEMBRANE AND EPDXY AS 1. TILE SMALL BE ACCURATELY CUT TO SITE MEASURED FLOOR MEMBERS. REQUIRED FOR ALL STONE TILE FLOORING, AND WALL PERIMETER CONDITIONS. 2. SECURE TO SUPPORT ANGLES OR INTERMEDIATE FRAMING 3. ALL SETTING MATERIALS AND INSTALLATION PRODUCTS 2. PREPARE AND LEVEL FLOOR WITH UNDERLAYMENT, SEE MEMBERS BY TIEING GUY WIRES OR INSERTING BENT END OF INCLUDING BUT NOT LIMITED TO: GROUTS, MORTARS AND SECTION 03500, AS REQUIRED FOR SMOOTH SOUND, LEVEL, HANGER RODS THROUGH PRE -PUNCHED HOLES (4'-0" ON ADHESIVES FOR THINSET METHOD FOR S-ECIFIED TILE TYPES. PLUMB, FLUSH INSTALLATION. POLISH ALL CUT EXPOSED TO CENTERS IN INTERMEDIATE FRAMING MEMBERS) SIZED FOR NOT LESS THAN 3 TIMES THE HANGER DESIGN LOAD FOR THE 4. TRANSITION STRIPS AS SHOWN ON THE DRAWINGS. VIEW EDGES TO MATCH TILE FACE. VERIFY THAT THE NEW TILE STRUCTURAL CLASSIFICATION INDICATED; ASTM DESIGNATION C FLOORING FOR THE STORE SHALL BE LEVELED TO HEIGHT FOR 635, TABLE 1, INDIRECT HUNG. 5. TILE FLOORING SEALER. A CONTINUOUS FLUSH CONDITION TO EXISTING CONCOURSE FINISH FLOORING. 3. CEILING ATTACHMENT TO BUILDING SYSTEM SHALL BE THROUGH HANGER RODS, GUY WIRES, UNISTRUT AND STEEL 3, PROVIDE MANUFACTURER'S LITERATURE AND COORDINATED LAYOUT INSTALLATION SHOP DRAWINGS ON ALL ITEMS AND 3. INSTALL WATERPROOFING MENBRANE WORK TO PROPERLY CHANNELS AS SHOWN ON THE DRAWINGS: SAMPLES OF TILE AND GROUT TYPES IN ACCORDANCE WITH PREPARED SUBSURFACE IN ACCORDANCE WITH THE SECTION 01300 OF THESE SPECIFICATIONS. MANUFACTURER'S WRITTEN TECHNICAL INFORMATION. 1. HANGERS SHALL BE 1/4 INCH DIAMETER STEEL RODS. HANGER RODS SHALL BE GALVANIZED CONFORMING TO 4, SUBMIT CLEANING DATA IN ACCORDANCE WITH SECTION 01710 OF 4. INSTALL TRIM AND TRANSITION STRIPS AS REQUIRED FOR A APPLICABLE PROVISIONS OF ASTM DESIGNATION A 123. THESE SPECIFICATIONS. INCLUDE RECOMMENDED CLEANING CONTINUOUS SMOOTH SOUND, LEVEL, AND FLUSH METHODS, CLEANING MATERIALS AND STAIN REMOVAL METHODS. INSTALLATION WITH A MINIMUM NUMBER OF TIGHT HAIRLINE 2. GUY WIRES SHALL BE 12 GAUGE WIRE. DESIGNED BY: BUTT JOINTS AS SHOWN AND DETAILED. 3. UNISTRUT SHALL BE P-1001 WITH BEAM CLAMPS AND ANGLE 5. ALL WORK SHALL BE HIGHEST QUALITY IN ACCORDANCE WITH THE LATEST RECOMMENDATIONS, STANDARDS AND REQUIREMENTS OF 2, INSTALL ALL TILE IN PATTERN INDICATED TO PROPERLY PREPARED SUBSURFACES WITH ALL JOINTS ALIKE AND IN ALIGNMENT, FITTINGS. THE TiLE COUNCIL OF AMERICA CONSTRUCTION HANDBOOK AND UNIFORM IN WIDTH NOTED, 1/8", WATERTIGHT, WITHOUT VOIDS, 4. STEEL CHANNELS: EITHER COLD ROLLED AT 0.475 LB. PER FT. ANSI STANDARDS. CRACKS, EXCESS MORTAR, ADHESIVE OR GROUT. CUT TILE AS REQUIRED TO MAINTAIN PATTERNS. SOUND FLOOR TILE AFTER OR HOT -ROLLED FOR SUPPORT OF CEILING RUNNERS WITH 11 MATERIALS - SETTING. REPLACE HOLLOW SOUNDING UNITS. DEFLECTIONS LESS THAN 1/360 X SPANS; BUT IN NO CASE LESS THAN 1-1/2 INCH SECTION WEIGHING 0.475 POUNDS PER 1. STONE TILE: 3. COORDINATE EXACT LOCATIONS AND SIZES OF ALL REQUIRED LINEAR FOOT, AND IN NO CASE LESS THAN REQUIRED BY GOVERNING REGULATIONS OR FOR FIRE RESISTANCE. 1. ST1 12" X 12" X 3/8" TECHNISTONE POLISHED FINISH CUTOUT WITH OTHER SECTIONS OF THESE SPECIFICATIONS AND AS STARLIGHT WHITE, #190, QUARTZ WALL TILE SHOWN AND NOTED ON THE DRAWINGS. CORE BORE TILE FOR 5. WIRE CUPS: #9 SPRING STEEL. ELECTRICAL FLUSH FLOOR RECEPTACLES FOR 1/8" MAXIMUM JOINT: 3. KARP ASSOCIATES, INC., 888-926-1365, TYPE RDW (24' X 24% UNLESS 2. ST2 6" X 12" X 3/8" TECHNISTONE POLISHED FINISH STARLIGHT 1. ELECTRICAL SEE'E' DRAWINGS OTHERWISE NOTED), PRIME PAINTED 16 GA. STEEL ACCESS DOOR WHITE, #190, QUARTZ BASE TILE (RECESSED 1') / 14 GA. STEEL FRAME WITH CONCEALED PIVOTING ROD HINGE AND SCREWDRIVER OPERATED LOCK, OR ARCHITECT 2. ST3 12" X 12" X 3/8" TECHNISTONE POLISHED FINISH 4. DO NOT PERMIT TRAFFIC OVER FINISHED FLOOR SURFACE FOR 4 ACCEPTED EQUIVALENT, FOR SiZE AND LOCATION SHOWN. FOR STARLIGHT RUBY QUARTZ WALL TiLE DAYS AFTER INSTALLATION. PIERCING FIRE RATED SURFACES USE ACCESS DOORS HAVING SAME RATING AS SURFACE PIERCED. SUPPLIER: TERRAZZO AND MARBLE SUPPLY 5. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, (847) 353-8000 01600 AND 01710 OF THESE SPECIFICATIONS. N EXECUTION - REP.: BRAD MEYER 1. INSTALL GYPSUM WALLBOARD WORK PLUMB, LEVEL, SQUARE AND END OF SECTION 09300 TRUE WITHOUT DISTORTION, ALIGNED AND FITTED PROPERLY, 2, QUARRY TILE: TAPED FLUSH AND SMOOTH, ACCEPTABLE FOR APPLIED FINISHES IN ACCORDANCE WITH THE GYPSUM WALLBOARD MANUFACTURER'S 1. QT1 AMERICAN OLEAN WRITTEN TECHNICAL INFORMATION AND GYPSUM CONSTRUCTION #46 SHADOW GRAY HANDBOOK, LATEST EDITION. SURFACES TO RECEIVE PHOTO IMAGE 8" X 8" X 1/2" FLOOR TILE MURALS, SEE SECTIONS 10400 OF THESE SPECIFICATIONS, SHALL HAVE A FINISHING LEVEL OF NOT LESS THAN 5. ALL EXTERNAL 2. QT2 AMERICAN OLEAN CORNERS ARE TO RECEIVE METAL CORNER BEADS, ALL INTERNAL #46 SHADOW GRAY CORNERS ARE TO RECEIVE CORNER REINFORCING TAPE AND ALL 4" X 8"X 1/2" COVE WALL BASE TILE EXPOSED TO VIEW EDGES ARE TO RECEIVE METAL TRIM. EACH ARE TO BE TAPED FLUSH AND SMOOTH TO ABUTTING GYPSUM MFR. REP.: ROANNE MARQUARDT WALLBOARD SURFACES. (800) 952-9015 2. COORDINATE FiRESTOPPING IN CONCEALED SPACES WITHIN 3. CERAMIC TILE: PARTITIONS, WALLS AND FURRING AS REQUIRED BY THE STATE OF MARYLAND BUILDING CODE: SEE FIRESTOPPING IN SECTION 06100. 1. CTI METAL FACED DECORATIVE CERAMIC WALL TILE, 3. EXISTING DEMISING AND SHAFT WALLS ARE TO BE RETROFITTED AS ELEMENTS, BRICK PATTERN, #SM03 REQUIRED TO MAINTAIN REQUIRED FIRE RATING. NEW WORK SHALL ACCOMMODATE EXISTING RELOCATED AND NEW BUILT-IN MECHANICAL AND ELECTRICAL ITEMS AND DEVICES: COORDINATE SUPPLIER: STONE SOURCE WITH MECHANICAL AND ELECTRICAL DRAWINGS. (617) 666-7900 2 REP.: TONY BUTLIN 3 22" X 34" IT IS A REDUCED 4 5 09500 ACOUSTICAL TREATMENT: 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. SEISMIC SUSPENDED ACOUSTICAL PANEL AND GRID SYSTEM AS SCHEDULED AND SHOWN ON THE DRAWINGS. 2. SEISMIC SUSPENSION SYSTEMS SHALL INCLUDE BLACK IRON WHERE EXISTING STRUCTURE CANNOT BE USED, TO RECEIVE CEILING SYSTEMS IN SPACES AS SCHEDULED AND SHOWN ON THE DRAWINGS. 3. COORDINATE ALL CUTOUTS AND BUILT-iN REQUIREMENTS OF PERTINENT SECTIONS OF THESE SPECIFICATIONS OF THESE 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 RECOMMENDED 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. 11 MATERIALS - 1. INTERIOR SEISMIC SUSPENDED ACOUSTICAL CEILING PANELS AND GRIDS TO FIT CEILING AREAS AND CONDITIONS: 1. ACP1 ARMSTRONG ACOUSTICAL CLASS 1 CEILING SYSTEMS 24 X 24 ASTM E-1264 X 3/4 LAY -IN "ULTIMA" #1912, FLAME SPREAD 25 BEVELED TEGULAR, SMOKE DEVELOPED 10 ACOUSTICAL CEILING PANELS, WH (WHITE), WITH ARMSTRONG 9116" "SUPRAFINE" EXPOSED 'T' LAY -IN GRID -WHITE ARMSTRONG REP: DIANA HART (877) 276-7876 - OPTION 8 -- EXT. 8089 dfhart@armstrong.com 2. ALL CEILING JOISTS, SUPPORT ANGLES, HANGER RODS, STRUTS, GUY WiRE, CLIPS, BLACK IRON, FASTENERS, ATTACHMENTS, WALL MOLDING AND MISCELLANEOUS INCIDENTAL MATERIALS REQUIRED FOR THE INSTALLATION OF THE ABOVE ITEMS APPROVED BY THE CEILING MANUFACTURER AND IN ACCORDANCE WITH THE STATE OF MARYLAND BUILDING CODE. IIi EXECUTION - 1. EXAMINATION: 1. VERIFY THAT ALL ABOVE CEILING WORK IS PROPERLY INSTALLED AND IS COMPLETE AND COMPATIBLE WITH CEILING SYSTEM IN ACCORDANCE WITH THE CEILING MANUFACTURER'S WRITTEN TECHNICAL INFORMATION, INSTALLATION INSTRUCTIONS, AND APPLICABLE ASTM STANDARDS, 2. ALL WORK REQUIRED ABOVE CEILING iS TO BE COMPLETE PRIOR TO INSTALLATION OF CEILING GRID AND PANELS. 2. INSTALLATION: 1. INSTALL ALL 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 AND METAL PANEL CEILING GRIDS. 2. INSTALL ALL CEILING PANELS AND GRIDS LEVEL AND TRUE TO SUSPENSION SYSTEM TO FIT CEILING AREAS AS SHOWN AND IN ACCORDANCE WITH THE CEILING MANUFACTURER'S WRITTEN INSTRUCTIONS. COORDINATE WITH NEW DUCTWORK CONDITIONS, DIFFUSERS, RETURNS, LIGHTING 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 09500 a C A A O0) 0 W w NN 1Y Q p 0- 0 4owww cl C cc d: U �wu' 0,7& w � oaz �p w UE JZcf) 0� N Z U) 0z W o N E- Q Q z a co o c Z M Z c W w w z 0 ti 0 00 w O � N • N � �Y Z' ',� z zZ 09 ¢ o U w 0 3: o w C7O Lu A ch � U?ZNco m 1:_ vi H lXZN U D O rra0X� ® ¢U.)0CL A A O0) 0 W w NN 1Y Q p 0- 0 4owww cl C cc d: U �wu' 0,7& w � oaz �p w UE JZcf) 0� N Z U) 0z W o N E- Q Q z a ti c Z M Z �Z z 0 ti 0 00 w O � N • N � N Z' ',� z o: 09 U O w A A li 0 W w =a 1Y Q 0- 0 cl C cc („)z0 �a,o U �wu' 0,7& G W �au � oaz w m°Q JZcf) Z U) 20 w 0 E- Q 0 z 0 a O w c�i� Lu A m H w a� 00 a 0 a W goT viT Z O l� N C PROJ NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: ARCHITECTURAL SPECIFICATIONS 08300 - 09500 SHEET NO, A-003 SHEET OF ❑i C I3 IA 1 09650 RESILIENT FLOORING: t 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. VINYL WALL BASE FOR TEMPORARY CONSTRUCTION PARTITION, SEE SECTION 06100. 3. PROVIDE SAMPLES OF AND MANUFACTURER'S LITERATURE ON BASE 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 MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. 11 MATERIALS - 1. VB1 BUILDING STANDARD TEMPORARY CONSTRUCTION PARTITION WALL BASE SHALL BE PER AIRPORT AUTHORITY (MAA) REQUIREMENTS. 2. ALL ADHESIVES AND MISCELLANEOUS INCIDENTAL MATERIALS REQUIRED FOR THE INSTALLATION OF THE ABOVE ITEMS, COMPATIBLE WITH THE NEW MATERIALS AND EXISTING SUBSTRATES AND APPROVED BY THE MATERIAL MANUFACTURER, III EXECUTION - 1. PROPERLY PREPARE ALL SURFACES TO RECEIVE WALL BASE. DO NOT START WORK UNTIL ALL DEFECTS HAVE BEEN CORRECTED. 2. INSTALL WALL BASE IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS TO PROPERLY PREPARED WALL SUBSURFACES. 3. FIT WALL BASE JOINTS TIGHT AND VERTICAL. MAINTAIN MINIMUM LENGTH OF BASE TO 18". MITER INTERNAL CORNERS AND USE PRE - MOLDED CORNERS AT ALL EXTERNAL CORNERS. AT EXPOSED ENDS USE PRE -MOLDED UNITS. USE STRAIGHT BASE FOR CARPETTED FLOOR AREAS AND COVE FOR HARD SURFACE FLOOR AREAS. SCRIBE AND FIT TO DOOR FRAMES AND OTHER INTERRUPTIONS. 4, PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 09650 09770 FIBER REINFORCED PANELS: I WORK INCLUDED - 1. RELATED DOCUMENTS: I. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1, GENERAL REQUIREMENTS OF THESE SPECIFICATIONS, 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. PLASTIC FABRICATION ITEMS AS SCHEDULED AND SHOWN ON THE DRAWINGS AND LISTED BELOW AND SPECIFIED HEREIN: 1. FRP1 LIGHT GRAY DECORATIVE WALL PANEL 2. ALL MISCELLANEOUS INCIDENTAL ITEMS, INCLUDING BUT NOT LIMITED FINISHES, TRIM, FASTENERS, ANCHORAGE DEVICES 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. 3. PROVIDE COORDINATED SHOP DRAWINGS OF ALL ITEMS, SAMPLES OF ALL FINISHES AND ON-SITE MOCK-UPS OF ALL ITEMS, WHERE REQUESTED, 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 INDUSTRY GRADE STANDARDS AND APPLICABLE CODES. --1 F 11 MATERIALS - 1. MANUFACTURER RECOMMENDED FIBERGLASS REINFORCED PLASTIC (FRP) FOR ITEM TYPE, USE AND LOCATION. WALL PANEL SHALL HAVE A CLASS 1 RATING, LESS THAN 25 FLAMESPREAD BY ASTM E-84, AND SHALL BE SUITABLE FOR TYPE FINISHES SPECIFIED 1. FRP1 LIGHT GRAY DECORATIVE WALL PANEL' MFR: MARLITE (330) 343-6621 ITEM: FRP PANEL, .094" THICK COLOR/FINISH: P151 LIGHT GRAY WITH COLOR COORDINATED MOULDINGS 2. OTHER MATERIALS: 1. GENERAL ELECTRIC "SILICONE SEALANT SE 1200. 2. MOLDINGS FOR INSIDE CORNER, OUTSIDE CORNER, PANEL BUTT JOINTS AND EDGE TRIM. 3. FINISH BUTT JOINTS, WALL JUNCTURE, WALL/CEILING AND WALL CURB JOINTS WITH MATCHING "J" AND "H" MOLDING BY THE SAME MANUFACTURER. 3• WARRANTY: 1. THE MANUFACTURER SHALL PROVIDE A WRITTEN TWO (2) YEAR LIMITED WARRANTY AGAINST STRUCTURAL FAILURE ON ALL ITEMS. 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 ITEMS IN TYPES, SHAPES AND SIZES, WITH SHOP PRIME FINISH FOR CONCEALED LOCATIONS, AS REQUIRED FOR FULL COMPLETION OF THE WORK. III EXECUTION - 1. ALL FABRICATION, FINISHING, INSTALLATION, CLEANING AND PROTECTION OF PLASTIC FABRICATIONS SHALL BE GOVERNED BY APPLICABLE ASTM STANDARDS. TO THE MAXIMUM EXTENT POSSIBLE, ASSEMBLE ALL ITEMS IN THE SHOP INCLUDING INSTALLATION OF THE NON -PLASTIC COMPONENTS. 2. COORDINATE EXACT LOCATIONS AND SIZES OF ALL REQUIRED CUTOUTS AND SPACE REQUIREMENT DIMENSIONS FOR ALL WORK OF OTHER SECTIONS OF THESE SPECIFICATIONS. 3. INSTALL THE WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. IN ACCORDANCE WITH ACCEPTED SHOP AND FABRICATION DRAWINGS ALL IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 4. SCRIBE AND CUT WORK TO FIT ADJOINING WORK, AND REFINISH CUT SURFACES OR REPAIR DAMAGED SURFACES AT CUTS. 5. ANCHOR TO BLOCKING BUILT-IN OR DIRECTLY ATTACHED TO SUBSTRATES. SECURE TO GROUNDS, STRIPPING AND BLOCKING WITH ACCEPTED CONCEALED FASTENERS 6. INSTRUCT TENANT/OWNER'S (HG) PERSONNEL IN PROPER CLEANING AND MAINTENANCE OF FINISHED ITEMS. 7. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 IN THE GENERAL REQUIREMENTS OF THESE SPECIFICATIONS, END OF SECTION 09770 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 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. PROPERLY PREPARE, PRIME AND FINISH PAINT ALL NEW AND EXISTING GYPSUM WALLBOARD WALL, CEILING, FASCIA AND SOFFIT SURFACES, NOT SCHEDULED TO BE COVERED BY FINISHES SPECIFIED IN OTHER SECTIONS OF THESE SPECIFICATIONS, AS SCHEDULED AND SHOWN ON THE DRAWINGS. 2. PROPERLY PREPARE AND FINISH PAINT TEMPORARY CONSTRUCTION PARTITION, INCLUDING DOORS AND FRAME, PER AIRPORT AUTHORITY REQUIREMENTS: SEE SECTION 06100 OF THESE SPECIFICTIONS. 3. PROPERLY PREPARE AND FINISH PAINT ALL MISCELLANEOUS INCIDENTAL MATERIALS AS NOTED ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO, PIPING, CONDUIT, BOXES, PANELBOARDS, ETC. EXPOSED TO VIEW. 4. PROPERLY PREPARE AND FINISH PAINT EXISTING DAMAGED, MARRED OR WORN SURFACES TO REMAIN AND PATCH TO MATCH WORK AS 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 FINISH SAMPLES. 2. PROVIDE PLANNED PAINT SYSTEM APPLICATION PROCEDURE FOR EACH PAINT TYPE AND LOCATION FOR ARCHITECT'S REVIEW AND ACCEPTANCE PRIOR TO PROCEEDING. 2 3 4. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710 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: 1. UNLESS OTHERWISE INDICATED, PAINTING IS NOT REQUIRED ON SURFACES IN CONCEALED AREAS AND INACCESSIBLE AREAS SUCH AS FURRED SPACES, PIPE SPACES, AND DUCT 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 PAINT MOVING PARTS OF OPERATING UNITS, MECHANICAL OR ELECTRICAL PARTS SUCH AS VALVE OPERATORS, LINKAGE, SENSING DEVICES, AND MOTOR SHAFTS, UNLESS OTHERWISE INDICATED. 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 11 MATERIALS - 1 . PAINT TYPES: 1. P1 SPECIFIED IN SECTION 06400 2. P2 SPECIFIED IN SECTION 06400 3. P3 SPECIFIED IN SECTION 06400 4. P4 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. HEALTH SPEC LOW ODOR AND LOW VOLATILE ORGANIC COMPOUNDS (VOC) COMPLIANT MATERIALS ARE ONLY TO BE USED. DO NOT THIN ALKYD BASED MATERIALS OTHERWISE VOC RATING WILL BE COMPROMISED. VOC PAINTS REQUIRE LONGER DRYING TIME. 4, APPROPRIATE FILLERS AND MISCELLANEOUS FINISHING MATERIALS COMPATIBLE WITH SUBSTRATE TO BE PAINTED. 5. 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 SURFACES 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 SPECIFICATIONS. PATCH, REPAIR AND FILL FLUSH ALL DAMAGE, DEFECTS, AND OTHER MARRINGS TO EXISTING AND NEW SURFACES TO BE PAINTED. 3. REMOVE ELECTRICAL PLATES, HARDWARE, LIGHT FIXTURE TRIM, 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 ABUTTING 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, TOOL MARKS, RUNS, SAGS, OR OTHER SURFACE IMPERFECTIONS. 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. 5. MISCELLANEOUS 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 IF THIS 3 IT 15 A RFDVQFn SIZE DDA 4 10400 IDENTIFYING_ DEVICES: 1 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 SIGNS AND MURAL ASSEMBLIES AS SCHEDULED AND SHOWN ON THE DRAWINGS: 1. 1D1 ILLUMINATED "EUROCAFE" SOFFIT LED SIGN. 2. ID2 ILLUMINATED "EUROCAFE" 2 LINE LED SIGN 3. ID3 "EUROCAFE" SNEEZEGUARD 4. IMI FOOD PHOTO IMAGE MURAL 5. IM2 FOOD PHOTO IMAGE MURAL 6. IM3 FOOD PHOTO IMAGE MURAL 7. IM4 FOOD PHOTO IMAGE MURAL 8. IM5 FOOD PHOTO IMAGE MURAL 9, ACCEPTABLE SIGN MANUFACTURERS: 1. ANICOM SIGNS, INC. 134 JOSEPH ZATZMAN DRIVE DARTMOUTH, NS B3B IM4 CANADA CONTACT: JOHN GIGUERE TEL: 1(902) 468-8001 X303 FAX: 1(902) 468-8002 GIGUEREJ@ANICOM.COM OR ARCHITECT ACCEPTED EQUAL. 10. MURAL ASSEMBLY SHALL BE MANUFACTURED BY ARCHITECT ACCEPTED MANUFACTURER. 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 W ACCORDANCE WITH SECTION 01710 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 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 STREEET SOUTH NORWALK, CT 06854 TEL. (203) 866-9221 FAX (203) 838-2436 1. ID1 "EUROCAFE" SOFFIT LED SIGN. 1. CUSTOM SIGN TO DESIGN, SHAPE, DIMENSIONS AND DETAILS SHOWN WITH: 2. ID2 "EUROCAFE" 2 LINE LED SIGN. 1. CUSTOM SIGN, TO DESIGN, SHAPE, DIMENSIONS, AND DETAIL SHOWN. 3. ID3 SNEEZEGUARD SIGNAGE 4. IM1 THRU 5 FOOD PHOTO IMAGE MURAL: 1. CUSTOM MURAL, TO DESIGN, SHAPE, DIMENSIONS, AND DETAIL SHOWN. 111 EXECUTION - I . 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. SECTION 06400 ARCHITECTURAL WOODWORK 2. SECTION 09250 GYPSUM WALLBOARD 3. SECTION 09900 PAINTING 4. 'E' DRAWINGS ELECTRICAL 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. 4. CLEAN ALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 5. 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 4 5 10550 FIRE PROTECTION SPECIALTIES: I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL 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 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. FIRE EXTINGUISHER AND HOLDER 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 AUTHORITY. 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 01710 AND 01730 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 INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. 11 MATERIALS - 1. FPI WALL MOUNTED FIRE EXTINGUISHER AND HOLDER 1. LARSEN'S MANUFACTURING CO. TEN (10) POUND ABC MULTI- PURPOSE DRY CHEMICAL FIRE EXTINGUISHER, 3A -40 -BC, IN CABINET 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 NEW FIRE PROTECTION WORK IN ACCORDANCE WITH THE FIRE PROTECTION MANUFACTURER'S WRITTEN TECHNICAL INFORMATION AND GOVERNING AUTHORITIES INSTRUCTIONS. 1. SET HOLDER SQUARE, PLUMB, LEVEL AND TRUE, ALL IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. HOLDER SHALL BE ANCHORED SECURELY TO ABUTTING CONSTRUCTION. FIRE EXTINGUISHER SIGNS WILL BE LOCATED AND MOUNTED AS DIRECTED. 2, COORDINATE INSTALLATION OF REQUIRED WOOD GROUNDS AND BLOCKING FOR A PERMANENT RIGID INSTALLATION WITH SECTION 06400 AND ALL OTHER SECTIONS OF THESE SPECIFICATIONS. 2. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 10550 li CI A ou w 0 IL o co O D Q LL Q duwzi rn �• N CL W o co N N zgD-1 {� LL c W R a `,) ©IxZ w W 0 Z M er 0u w O v) i-- J z 07 } 1 cA • N w N z , '''•' z a 0 Zz Q U o w0'S�co cro0 ai U?Z�coo N N Z o O = QIncoa.a ou w 0 IL o co O D Q LL Q duwzi rn �• N 4)z W o N N N zgD-1 Q LL oz W R a `,) ©IxZ r� W 0 Z M er 0u w O v) i-- J z 07 } c� M V_ cA • N w N z , '''•' z a 0 •.. U 0 I- 0 U) a. O D Q LL Q a. 0o H a N N zgD-1 L 0�W wJ P4 z000 R a `,) ©IxZ r� W 0 m Q .,.-1 Z on Q Q v) z 07 20 W Z w 0 O H a Z U O v) Fn w a4 0 0 a� C4 c u T Q Q o z�- O c Y w a 2 PROJ NO P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: ARCHITECTURAL SPECIFICATIONS 09650 -10550 SHEET NO. A-004 SHEET OF N N 0 z CL C [s. A 1 I 2 2 3 11130 AUDIOVISUAL EQUIPMENT: 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. PLASMA DISPLAY WITH BEZEL (OSCI) AS SHOWN AND SCHEDULED ON THE DRAWINGS. 3. PROVIDE AND INSTALL: 1. ALL POWER AND SIGNAL REQUIREMENTS AS REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF ALL ITEMS: SEE ELECTRICAL DRAWINGS. 2. ALL MISCELLANEOUS INCIDENTAL ITEMS, INCLUDING BUT NOT LIMITED TO CONDUIT, CONNECTIONS, BOXES, FASTENERS, ANCHORAGE DEVICES AND GROUNDS, AS REQUIRED FOR THE INSTALLATION OF THE AUDIONISUAL ITEMS AS SHOWN ON THE DRAWINGS AND AS REQUIRED FOR FULL COMPLETION OF THE WORK. 3. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODES. 11 MATERIALS - 1. AV1 PROFESSSIONAL FLAT PANEL PLASMA DISPLAY FOR MENUBOARDS WITH ALL MOUNTING ACCESSORIES INCLUDED, PANASONIC, HIGH DEFINITION PLASMA DISPLAY TH-37PH10UK (OSCI) COORDINATE TYPE AND VERIFY SIZE WITH OWNER. VENDOR: HUDSON GROUP 2. AV2 PROCESSOR (CSCI): COORDINATE TYPE AND VERIFY SIZE WITH OWNER. VENDOR: HUDSON GROUP 3. ALL MISCELLANEOUS INCIDENTAL INSTALLATION ITEMS.AS REQUIRED FOR FULL COMPLETION OF THE WORK. III EXECUTION - 1. COORDINATE EXACT LOCATIONS, SIZES AND SPACE REQUIREMENT DIMENSIONS FOR ALL ITEMS WITH WORK OF OTHER SECTIONS OF THESE SPECIFICATIONS, INCLUDING ELECTRICAL AND CABLE REQUIREMENTS. 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 PROPERLY. 4, MAKE FINAL CHECK AND ADJUSTMENT OF ALL ITEMS. CLEAN AS NECESSARY FOR PROPER FUNCTIONING AND VIEWING. 5. INSTRUCT OWNER'S PERSONNEL IN PROPER ADJUSTMENT AND MAINTENANCE OF ALL ITEMS, DURING THE FINAL ADJUSTMENT. 6. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 11130 3 !F' T[IIS DPAIAIING I", I f' I$ THAN 22" X ^" IT I$ A REDUCED S!7F DRAWING 4 11400 FOOD SERVICE EQUIPMENT: 1 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) AND CONTRATOR SUPPLIED CONTRACTOR INSTALLED, (CSCI) 1. FOOD SERVICE EQUIPMENT ITEMS 1 THROUGH 13 AS SHOWN ON THE DRAWINGS, SHEET A-102, AND LISTED BELOW: 1. FS1 OPEN REFRIGERATED CASE (OSCI) 2. FS2 SPECIALTY BAKERY CASE (OSCI) 3. FS3 CASH REGISTER (OSCI) 4. FS4 ESPRESSO MACHINE (OSCI) 5. FS5 DIPPER WELL (OSCI) 6. FS6 BLENDER (OSCI) 7. FS7 COFFEE BREWER (OSCI) 8. FS8 COFFEE GRINDER (OSCI) 9. FS9 SOUP WARMER (OSCI) 10. FS10 HOT DOG GRILL (OSCI) 11. FS11 HOT DOG BUN BOX (OSCI) 12. FS12 PANINI GRILL (OSCI) 13. FS13 MICROWAVE (OSCI) 14. FS14 TOASTER (OSCI) 15. FS15 S.S. MICROWAVE TOASTER STAND (CSCI) 16. FS16 DROP-IN HAND SINK (OSCI) 17. FS17 GOOSENECK FAUCET (OSCI) 18. FS18 ICE CUBE MACHINE (OSCI) 19. FS19 2 -DOOR U.C. REFRIGERATOR (OSCI) 20. FS20 STAINLESS STEEL U.C. CABINETS (CSCI) 21. FS21 CONDIMENT PANS (OSCI) 22. FS22 IN -COUNTER NAPKIN DISPENSER (OSCI) 23. FS23 TRASH RING(OSCI) 24. FS24 37" PLASMA MENUBOARD (OSCI) 25. FS25 DIGITAL MEDIA PROCESSOR (CSCI) 26. FS26 1 -DOOR REACH -IN REFRIGERATOR (OSCI) 27. FS27 WALL -MOUNTED HAND SINK (OSCI) 28. FS28 3 -COMPARTMENT HAND SINK (OSCI) 29. FS29 SWING FAUCET (OSCI) 30. FS30 MOP SINK (OSCI) 31. FS31 WATER FILTER (CSCI) 32. FS32 TANKLESS WATER HEATER (CSCI) 33. FS33 WIRE SHELVING (OSCI) 34. FS34 SINK RACK (OSCI) 35. FS35 GREASE TRAP AND PAN (OSCI) 3. PROVIDE AND INSTALL: 1. ALL MECHANICAL, ELECTRICAL AND SERVICES REQUIRED FOR THE INSTALLATION OF THE ABOVE TENANT/OWNER (HG) SUPPLIED CONTRACTOR INSTALLED (OSCI) ITEMS: SEE MECHANICAL, ELECTRICAL AND SERVICES DRAWINGS. 2. ALL MOUNTING DEVICES AND FASTENERS REQUIRED FOR THE INSTALLATION OF THE ABOVE ITEMS. 4. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. 5. PROVIDE STORAGE SPACE FOR RECEIPT OF EQUIPMENT PROVIDED BY THE TENANT/OWNER. PROVIDE MANPOWER FOR UNLOADING OF EQUIPMENT WHEN DELIVERED. COORDINATE DELIVERY OF EQUIPMENT, SHIP EQUIPMENT TO JOB SITE WHEN REQUIRED. 11 MATERIALS - 1. SEE ARCHITECTURAL DRAWINGS FOR EQUIPMENT PLAN AND SCHEDULE FOR EQUIPMENT LAYOUT; MECHANICAL AND ELECTRICAL DRAWINGS FOR PLUMBING AND POWER; AND PROJECT MANUAL; FOR FOOD SERVICE EQUIPMENT CATALOG CUTS FOR FIXTURE REQUIREMENTS. III EXECUTION - 1 . COORDINATE EXACT LOCATION, SIZE AND SPACE REQUIREMENT DIMENSIONS WITH OTHER SECTIONS OF THESE SPECIFICATIONS AND AS NOTED ON THE DRAWINGS: 1. ARCHITECTURAL WOODWORK SECTION 06400 2. GYPSUM WALLBOARD SECTION 09250 3. TILE SECTION 09300 4. PLUMBING CONNECTIONS SEE 'P' DRAWINGS 5. ELECTRICAL CONNECTIONS SEE'E' DRAWINGS 2. INSTALL ALL EQUIPMENT LEVEL, TRUE AND PLUMB IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR PLUMBING AND POWER INSTALLATION REQUIREMENTS. 3. CLEAN AND PROTECT EQUIPMENT IN ACCORDANCE WITH SECTIONS 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 11400 4 5 12670 RUGS AND MATS; 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. ANTI -FATIGUE MAT AT CASHWRAP (F220) AS SHOWN ON THE DRAWINGS. 3. ALL SETTING MATERIALS AND ADHESIVES REQUIRED FOR THE INSTALLATION OF THE ABOVE. 4. PROVIDE MAT JOINT LOCATION 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 REQUIREMENTS. 11 MATERIALS - 1. MAT: 1, M1 MATS, INC. REMOVABLE ROLL -UP CUSHION EZE, DARK GRAY, 1/2" THICK, DURABLE MARBLEIZED VINYL, ADHERED TO A COMFORTABLE 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 ANCHORAGE DEVICES USED FOR MAT SHALL BE COMPATIBLE TO THE SURFACES INSTALLED TO, EXISTING AND NEW, AS RECOMMENDED BY THE MAT MANUFACTURER. III EXECUTION - 1. PREPARE AND LEVEL FLOOR SURFACE CONDITIONS REQUIRED FOR FLUSH, SMOOTH, LEVEL MAT INSTALLATIONS. 2. MAT SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 3, AFTER MAT HAS BEEN INSTALLED AND CONTRACTOR HAS COMPLETED CLEANUP, THE CONTRACTOR SHALL PLACE HEAVY DUTY BUILDING PAPER OVER THE MAT, SECURED WITH (2) INCH MASKING TAPE, TO PROTECT THE MAT FROM SOIL AND DAMAGE. 4. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS, END OF SECTION 12670 191 C AI U, cno Z5 z Y 0 d al (~jZZmoap vi o tw�- Z ¢ i- iii 0: z N C) O = o - V 0U a p =ad; Ow (n u, z � tv 4)z W p N On g ©z !� tR CO z Q 'o c j � ctic i-- J U � w 0 rn ;t} .- z N 3: N N z a :• O •', R. U i- O � J z Q a0< w- O w N Ui LU U- O�)- Q �z� OXO ^Oa W mOd Jzcl) Qd z 20 w Ill F- O z 0 z O i to w cn 4 m m 0. 0 n o 00 w � H 9 I,O 0 PROJ NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: ARCHITECTURAL, SPECIFICATIONS 11130 - 12670 SHEET NO. A-005 SHEET OF v C u A 9 1 2 ,1 REMOVALS PLAN SCALE: 1/4"=V-0" i \ \ \ 18" AFF L±F-r \ \ BELOW \�UNTER NEW WORK FLOOR PLAN SCALE: 1/4"= l' -O" 1 I I17AW4 I I ! 2 c to T 3 i 4 f 5 TEMPORARY WORK SCHEDULE NEW WORK SCHEDULE Z Z ¢ � o (TEMPORARY WORK SHOWN IN BOLD SOLID LINES) (NEW WORK SHOWN IN BOLD SOLID LINES) LiJ � 111 0 N TEMPORARY WORK: SPEC. SECT. 06100 PROVIDE AND INSTALL: UNLESS NOTED (OSCI) SPEC. SECT. DET. SHT. PROVIDE, INSTALL AND REMOVE: 1 V Ou0) A. ARCHITECTURAL WOODWORK 0 06400 1. TEMPORARY PARTITION AND DOOR OPENINGS, AS REQUIRED, INCLUDING � _z � F_ N ALL ASSOCIATED MECH. AND ELECT. WORK. AW1 SIDE FOLD'G. CLOSURE ENCLOS. z }"7 AW2 OPEN REFRIGERATOR ENCLOSURE M V. to 2. PROTECTION AS REQUIRED FOR EXISTING FLOOR, WALL & CEILING AW3 EUROCAFE FRONT AND BACK COUNTERS N i.- N FINISHES TO REMAIN. z a. AND CABINETS, INCLUDING GATE AW4 CONDIMENT COUNTER 3. DUST BARRIER SHALL CLEAR ALL LIGHTING AND FIRE PROTECTION DEVICES, DOORS, FRAMES & HARDWARE Q 08150 F. J 03 FOOD SERVICE SWING DOOR REMOVALS SCHEDULE -- 0 Z 0 (REMOVALS SHOWN IN BOLD DASHED LINES) k_/ SPECIAL DOORS 08300 REMOVALS: SPEC. SECT. 02060 01 SIDE FOLDING GRILL CLOSURE g z � � 02 ROLL DOWN GRILL CLOSURE REMOVE: Co? C C Imo wo 1 I _ 2 FINISH FLOOR PLAN SCALE: 1/4"= l' -O" ®QT1 — 8"X8" GRAY QUARRY TILE 10 WOODWORK TEMPLATE 2 CEILING PLAN SCALE: 1/4"= l' -O" 1 1 2 POINT TILE RITY CAMERA LOCATION TO OORDINATED WITH HUDSON IP REPRESENTATIVE. PING POINT CP TILE 3 4 5 NEW WORK SCHEDULE FINISH SCHEDULE (NEW WORK SHOWN IN BOLD SOLID LINES) a. ,{ / W 00 �o :.. , W PROVIDE AND INSTALUAPPLY NEW FINISHES: SPEC. SECT. PROVIDE AND INSTALL: UNLESS NOTED (OSCI) SPEC. SECT. 00 z 2 W `w aiS O DET. SHT. FRP1 - MARLITE PANELS 06100 ARCHITECTURAL WOODWORK 06400 PL1 BLACK MATTE PLAS. LAM. 06400 U '3 rY002 D O WD1 CHERRY VENEER AWI SIDE FOLD'G. CLOSURE ENCLOS. WD2 CHERRY HARDWOOD TRIM AW2 OPEN REFRIGERATOR ENCLOSURE MT2 16GA. SATIN STN. STL. CLAD'G. AW3 EUROCAFE FRONT AND BACK COUNTERS MT3 SATIN ANOD. ALUM. CORNER TRIM 90 DEG. AND CABINETS, INCLUDING GATE � p P1 BLACK FLAT PAINT AW4 CONDIMENT COUNTER P2 WHITE FLAT PAINT bo W 0 N P3 YELLOW GLOSSY PAINT DOORS, FRAMES & HARDWARE 08150 SPI 1/8" CLEAR LEXAN J ()U W } c� ?, N r- S81 RED CORIAN 03 FOOD SERVICE SWING DOOR N z a SS2 YELLOW CORIAN SPECIAL DOORS Q 08300 STI 12"X 12" POL. WHITE QUARTZ WALL TILE 09300 ST2 6"X 12" POL. WHITE QUARTZ WALL TILE 01 SIDE FOLDING GRILL CLOSURE ST3 12"X 12" POL. RED QUARTZ WALL TILE 02 ROLL DOWN GRILL CLOSURE CTI METAL FACED DECORATIVE TILE �a MT7 5/16' SATIN ANDD. ALUM. EDGE TRIM a�.0o QT1 8"X 8" SHADOW GRAY QUARRY GYPSUM WALLBOARD Q 09250 c.�z0 LL J FLOOR TILE oohh QT2 4"X 8" SHADOW GRAY QUARRY 1 RETRO FIT EXISTING PARTITION Avg 0nw° BASE TILE 2 2 SIDED SPACE PARTITION, 1 SIDE GYP. G1 SMOKE GRAY GROUT I SIDE CEMENT BD. (TILE SIDE) G2 BRIGHT WHITE GROUT 3 TEMPORARY PARTITION G3 BEIGE GRAY GROUT �O TSI 1/8" SATIN ANDD. ALUM. STRAIGHT IDENTIFYING DEVICES 10400 TRANSITION STRIP 1D1 "EUROCAFE" ILLUMINATED SIGN ACP1 24" X 24" SUSP. ACOUS. PANEL CL'G. 09500 ID2 "EUROCAFE" 2 -LINE ILLUMINATED SIGN IMI PHOTO IMAGE P4 PAINT COLOR AND FINISH TO MATCH 09900 IM2 PHOTO IMAGE EXIST'G. LIKE FINISHED SURFACE IM3 PHOTOIMAGE z O IM4 ILLUMINATED PHOTO IMAGE M1 DARK GRAY MARBLELIZED VINYL MAT 12670 IM5 ILLUMINATED PHOTO IMAGE- MAGEFIRE FIREPROTECTION SPECIALTIES ❑ 10550 NOTES: FP1 FIRE EXTINGUISHER & HOLDER 1. SPACES NOT WITHIN CONTRACT LIMIT LINE ARE NOT TO RECEIVE NEW FINISHES EXCEPT AS NOTED IN NOTE 2. AUDIONISUAL EQUIPMENT (OSCI) 11130 2. ALL SURFACES, NOT SCHEDULED, NOTED OR SHOWN TO RECEIVE NEW FINISHES, INCLUDING SPACES OUTSIDE CONTRACT LIMIT LINE FOR REQUIRED AV1 MENU BOARD PLASMA DISPLAY (OSCI) ELECTRICAL WORK SHALL BE FINISH PAINTED (P5) TO PATCH TO MATCH EXISTING ABUTTING/ADJACENT LIKE WORK AS REQUIRED FOR REMOVALS AND FOOD SERVICE EQUIPMENT (OSCI) 11400 THE INSTALLATION OF NEW WORK. FS1 OPEN REF. CASE (OSCI) FS2 SPECIALTY CASE (OSCI) FS3 CASH REGISTER (OSCI) U FS4 DUAL ESPRESSO MACHINE (OSCI) FS5 DIPPER WELL (OSCI) FS6 BLENDER (OSCI) FS7 COFFEE BREWER (OSCI) FSB COFFEE GRINDER (OSCI) FS9 SOUP WARMER (OSCI) �D m FS10, HOT DOG ROLLER GRILL (OSCI) FS11 HOT DOG BUN BOX (OSCI) FS12 PANINI GRILL (OSCI) FS13 MICROWAVE (OSCI) FS14 TOASTER (OSCI) FS15 S.S. MICROWAVE TOASTER STAND (CSCI) W o F816 DROP-IN HAND SINK (OSCI) FS17 GOOSENECK FAUCET (OSCI) FS18 ICE CUBE MACHINE (OSCI) 4. o FS29 2 -DOOR REFRIGERATOR (OSCI) FS20 S.S. UNDERCOUNTER CABINETS (CSCI) FS21 CONDIMENT PANS (OSCI) 0 0 0 0 FS22 IN -COUNTER NAPKIN DISPLAY (OSCI) FS23 TRASH RING (OSCI) FS24 MENU BOARD (OSCI) � H FS25 MEDIA PROCESSOR (CSCI) FS26 I -DOOR REACH -IN REFRIGERATOR (OSCI) FS27 WALL -MOUNTED HAND SINK (OSCI) FS28 3 COMPARTMENT SINK ON LEGS (OSCI) FS29 SWING FAUCET (OSCI) FS30 MOP SINK (OSCI) 19- FS31 WATER FILTER (OSCI) FS32 TANKLESS WATER HEATER (OSCI) FS33 WIRE SHELVING (OSCI) FS34 SINK RACK (OSCI) FS35 GREASE TRAP & PAN MECHANICAL SEE 'FP', P &'H' DWG'S. Y 0 SPRINKLER ® AIR DIFFUSER z AIR RETURN Fo THERMOSTAT ELECTRICAL SEE'E' DWG'S. 1p DUPLEX CONVENIENCE RECEPTACLE DOUBLE DUPLEX CONVENIENCE RECEPTACLE N TELEPHONE RECEPTACLE O RECESSED DOWN LIGHT 7 PENDANT LIGHT ® 2'X 2' RECESSED FLUOR. TENANT SECURITY CAMERA LIGHT SWITCH NOTES: 1. SEE ELEVATION SHEET FOR WOODWORK ITEM AND FIXTURE LOCATIONS AND EXTENTS. 2. CONTRACTOR TO PROVIDE A THOROUGH PROFESSIONAL CLEANING (INCLUDING ALL WOODWORK ITEMS AND FIXTURES) PRIOR TO TURN OVER TO TENANT PER SPECIFICATION SECTION 01710. 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH WOODWORKER'S DELIVERY AND INSTALLATION. 4. ALL MECH. AND ELECT. ITEMS ARE NOTED AND SHOWN FOR LOCATION ONLY. SEE MECH. & ELECT. DRAWINGS FOR FULL SCOPE OF WORK, SPECIFICATIONS AND INSTALLATION REQUIREMENTS. 5. ALL DUPLEX CONVIENIENCE RECEPTICLES VISIBLE TO PUBLIC TO HAVE S.S. FACE PLATES TO MATCH ADJ. SURFACE AND GRAY PLUGS. 3 DRAWING 16 LES$ THAN ?,2"X 34" IT IS A REDUCED 4 E ffa C A a. ,{ / W 00 �o :.. , W . s> X 00 z 2 W `w aiS O Uco ?ZQa°'o N = Q ix z N U '3 rY002 D O ® Q in to Q U. OV a � p Ca Ow w z N_ bo W 0 N QZ a u: &j X. } o O z M J ()U W } c� ?, N r- �: N N z :• O •'•` N z a U O U) D_ W w �a a�.0o OQw c.�z0 LL J Zia oohh Avg 0nw° w mOQ _IzC/) Q � z_ co �O !Y 0 W z O z O F_ zw 0 Fn tUn W U �D m W o 4. o 0 0 0 0 � H z z�- 19- O >� W Y PROJ NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: ARCHITECTURAL FLOOR & CEILING PLAN SHEET NO. A-102 SHEET OF C 2 &ELEVATION SCALE. 3/8"=1'-0" QT2 4 ELEVATION SCALE: 3/8"=1'-0" 9'-6t► CLG. HT. 0'-0" FLR. REF 7 ELEVATION SCALE. 3/8"=1'-01' 2 10'-4" CLG. HT. 01 A.F.F. v1-0,1 FLR. REF 3 �i ELEVATION SCALE. 3/8"=1'-0" 9'-6" CLG. HT. -060 ,-0 FLR. REF 5 ELEVATION SCALE. 3/8"=1'-0" 8 ELEVATION SCALE. 3/8"=l'—O" IF THIS 9'-6" CLG. HT. 0'-0" FLR. REF ZFRPl 32 31 FINISHED WMH FRP ON ALL EXTERIOR SIDES. 30 0 I N 9t-6" CLG. HT. o1—O" FLR. REF 4 10'-4" CLG. HT. 9'-0,► A.F.F. 0'-0" fF FLR. REF 2 5 ELEVATION SCALE. 3/8"=l'—O" FRP1 ZFRPl 34 27 9 ELEVATION SCALE: 3/8"=1 '-0" 3 THAN 22" X ?4" IT IS A REOUCFO I')RAINING QT2 6 ELEVATION SCALE: 3/8"= l 0 JIM 4 ELEC. PANEL 9'-6" CLG. HT. Ot-011 FLR. REF 101-401 IF CLG. HT. 9'-o" A.F.F. EXISTING COLUMN, PATCH AND MATCH EXISTING FINISHES MT7 Ot—O// IF FLR. REF ZFRPl t I 25 ice --ELECT. AV2 PANEL I QT2 1 ELEVATION SCALE. 3/8"=l'—O" 91-6" CLG. HT. 0'-0" FLR. REF C A �a o 0 CN M OW W� � Q r` u: oo o � W U If. , ELEVATION SCALE. 3/8"=l'—O" FRP1 ZFRPl 34 27 9 ELEVATION SCALE: 3/8"=1 '-0" 3 THAN 22" X ?4" IT IS A REOUCFO I')RAINING QT2 6 ELEVATION SCALE: 3/8"= l 0 JIM 4 ELEC. PANEL 9'-6" CLG. HT. Ot-011 FLR. REF 101-401 IF CLG. HT. 9'-o" A.F.F. EXISTING COLUMN, PATCH AND MATCH EXISTING FINISHES MT7 Ot—O// IF FLR. REF ZFRPl t I 25 ice --ELECT. AV2 PANEL I QT2 1 ELEVATION SCALE. 3/8"=l'—O" 91-6" CLG. HT. 0'-0" FLR. REF C A SHEET TITLE: — ARCHITECTURAL ELEVATIONS SHEET NO. A-201 SHEET OF �a o 0 CN M OW W� � Q r` u: oo o � W U w p N ..... -2; Z L O r Woo W a } O Z o M obE--cecoo 0 � co 0 U C9 z z o rn 2 �L! _= N Z 0 co N Z a U 0 US�Lu O0 ONx Z 0 SHEET TITLE: — ARCHITECTURAL ELEVATIONS SHEET NO. A-201 SHEET OF �a o 0 CN M OW W� � Q r` 2 c� � N_ M 07 w p N U Q? o� O W z 4 0 Woo co sl= } O Z o M �zF- Q 00 0 Z co J w O a? O N r -- •s N w N Z 0 •;' � , • N Z a U 0 SHEET TITLE: — ARCHITECTURAL ELEVATIONS SHEET NO. A-201 SHEET OF w 0 W Of � Q I.... J Ix Z � W 0 Q Uz0 O U U) o� O W z 4 0 Woo co W hoz mLLQ ...� Z to Q Q Z co �O a Ill Z H� 0 SHEET TITLE: — ARCHITECTURAL ELEVATIONS SHEET NO. A-201 SHEET OF O a Z 0 mo uvi w m m D In W o co 0 N 0 N w Q O o � Y > w Q 0 SHEET TITLE: — ARCHITECTURAL ELEVATIONS SHEET NO. A-201 SHEET OF L_ D V) a w w rn BOTTOM OF MTL. DECK EXIST'G RUNNER ATTACH TO STRUCT. ABOVE. UNE OF CEILING. FIRESTOP ALL PENETRATIONS, AS REQUIRED 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 EXIST'G RUNNER ATTACHED TO FLOOR STRUCT. TOP OF FINISH FLOOR. RETRO FIT EXISTING DEMISING PARTITION SCALE: 1"=1'-0" 1 HR. REQUIRED PARTITION TYPE 3j" 20 GA. METAL STUD ATTACHED TO ' 10'--4" STRUCTURE ABOVE �F C�LG.� HT. EXISTING CEILING r—I MT5 Q c� U w cn �0 - -ID1 ACP1 10'-4" P2 CLG. HT. Br _: 9'-0" SOFFIT HT. EXISTING CEILINC 11 �" P3 MT5 4 EURO CAFE SOFFIT/FASCIA SCALE. 1 1/2" — l'—O" 9 Ops SOFFIT HT. IA 3j" 20 STUD A STRUCTI ACP 1 EUROCAFE 5 CEILING DETAIL SCALE. 1 1/2" = 1'--0" 9__•__—__6__„ VCLG. HT. PARTITION SEE PLAN u. > 2 POM OF MTL. DECK RUNNER ATTACH TO JCT. ABOVE. 20 GA. STUDS 0 )" O.C. ATTACH TO 1CTURE ABOVE & . HEIGHT STUDS. OF CEILING. 1YER J" CEMENT RD AYER I" GYP. BOARD STUD FULL HEIGHT O.C. ATTACH TO 20L8S. )R & CEILING SAGS TO NER. STRUCTU SEALED BAGS. P1 EVERY 6 RUNNER ATTACHED FLOOR STRUCT. TOP OF FINISH FLOOR. 2 SIDED SPACE PARTITION 1 SIDE GYP BD. / 1 SIDE CEM. BD. (TILE SIDE' SCALE: 1 "=1'-0" 2 PARTITION TYPE 2j" 20 GA. STUDS 0 4'-0" O.C. ATTACH TO STRUCTURE ABOVE & FULL HEIGHT STUDS. F1 LIGHT FIXTURE SEE CEILING PLAN FOR LOCATIOt SIDE FOLDING GATE TRACK SOFFIT / FASCIA SCALE: 1 1/2"=V -O" 3 ----- ------ DOAX/Inr ni ICT DADDiCR \�� 3 TEMP. PARTITION SCALE: 1 0" 3 PARTITION TYPE DOUBLE BOLT BOLT THRU " UNISTRUT ANGLE CUPS UNISTRUT FRAMING MEMBERS ATTACHED TO STRUCTURE CLG. H LGHT. w ACP 1 " GWB. ON 31" METAL STUDS (P2), TYP. THREADED ROD BOLTED TO 2'X8' WOOD BLOCKING EVERY 2'-0" ON CENTER 2"X6" F.R. WOOD BLOCKING AS REQUIRED 1 j 2 ( 3 !F THlS DRAWING IS LEBS THAN 22"X34" 1T IS A 4 TTICE STRIP ZIM :MPORARY SIGNAGE: WVIDE AIRPORT 'PROVED GNAGE BOARD. )UNT PER AIRPORT :QUIREMENTS. rrACH WALL UNITS D WALL TOP AND OTTOM WITH MIN ?) 20 GAGE TEEL SCREWS OC TYP :MPORARY PARTITION BE CONSTRUCTED " THK. GYPSUM )ARD, ON )NCOURSE SIDE VLY, ON 2j" METAL "UDS AT 16" O.C. 41SH PER AIRPORT :QUIREMENTS. ' X 4" ORIZONTAL RACING. " HIGH VINYL BASE 0 MATCH AIRPORT TANDARDS AULK FULL & CONT. LL AROUND PERIMETER V ACOUS. SEALANT ROVIDE PROTECTION OR EXISTING FLOORING 5/8" GWB ON FURRING CHANNELS ® 24" O.C. TYP. GWB CEILING DETAIL SCALE: 1 1/2" = 1'-0" 4 5 EXISTING METAL PAN ROOF DECK, V.I.F. EXISTING STEEL STRUCTURE ABOVE UNISTRUT CHANNELS P 1000/P 1001, AS REQ'D FOR SPAN. 0 48" O.C. UNISTRUT BEAM CLAMP, AS REQ'D JNISTRUT NINETY DEGREE ANGLE FITTINGS #'s D1026, P1723, P1068, '1281, P1282, OR P1283 AS REQUIRED. 2'-0"X2'-0" LAY—IN ACOUS. PANEL CL'G 6, CL'G HT. SEE PLAN TYP. ACP CEILING DETAIL SCALE: 1 1/2" = V-0" —0" 5 C A ILPATCH EXIST'G FIRE PROOFING AS REQ. CL (TYP.) :4uJw LU UNISTRUT ANGLE CLIP -/If "0 GALV. STL. HANGER Z a rn o cc Uzz0aop RODS 04'-0" O.C. MAX. GAT CLIP O ® docQnau, WIRE CLIP .4 BS&A 9 SPRING CAT.# # 16 -59 -SM STEEL ++- > 1j " C.R. ST'L SUSPENSION CHANNEL .475# ® 4'-0" O.C. MAX. nLr NI_k_GWB. P3 5/8" GWB ON FURRING CHANNELS ® 24" O.C. TYP. GWB CEILING DETAIL SCALE: 1 1/2" = 1'-0" 4 5 EXISTING METAL PAN ROOF DECK, V.I.F. EXISTING STEEL STRUCTURE ABOVE UNISTRUT CHANNELS P 1000/P 1001, AS REQ'D FOR SPAN. 0 48" O.C. UNISTRUT BEAM CLAMP, AS REQ'D JNISTRUT NINETY DEGREE ANGLE FITTINGS #'s D1026, P1723, P1068, '1281, P1282, OR P1283 AS REQUIRED. 2'-0"X2'-0" LAY—IN ACOUS. PANEL CL'G 6, CL'G HT. SEE PLAN TYP. ACP CEILING DETAIL SCALE: 1 1/2" = V-0" —0" 5 C A CL w :4uJw LU z Z a rn o cc Uzz0aop °x2� ca id�Z04 U O ® docQnau, OV Na 4m 0 co . Co v, oco W co W z � N aiz W o N d u. oz U) s}: to ' z ol Yv, h4- V o � rn �:- U) t"�•: z •••, .,. lqr w N N z 4: 0 U I— co aQ � J � Q z O Q ttQ. W o< `i 2 N nWzw u- Oda AQP a W IO W COQ Q�Qr^� z V! 20 � O w Z I- Q J 0 z 0 i= a. z� 0 w �o t� in o w a� Coco O 8 qQoT w f- 6i .-- �- e- 0r @ w � r --T Y 1� q PROJ NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: ARCHITECTURAL CONSTRUCTION DETAILS SHEET NO. A-501 SHEET OF C A t _ 2 3 9'-6" CLG. HT. -k 00-0of FLK. REF 3 OPEN CASE SECTION OPEN CASE SECTION SCALE: 1"=1'-0" 2 I 3 r .v"l % I $a -.r%• I ROTON HINGE #780--224HD SIDE FOLDING POCKET DOS SCALE. 3 IF THIS DRAWING IS 22" X '14" IT I BOLT THRU J" ANGLE CLIPS D TO 9'--6" CLG. HT. IZE WD1 ST2 IM1 4 MT5 P3 WD1 IM2 lil & ELEVATION SCALE. 1 1/2" = 1'-0" 4 IM3 5 1 r ST2 j MT2 1 5 all L_J :..,... ;� a ao Lu W Z�V Y zza o O �F-2o U z Z o co N S Q OC z N (.5 �t =) O i PROJ NO: _P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: ARCHITECTURAL CONSTRUCTION DETAILS SHEET NO. A-502 SHEET OF 0" a 0 C% M Oww ti � 0uj t1 0 UE 'v Z 0 N 0 �z W N 010, C) z e�` F= a_ .J Z as z z _Z 20 q r �z V0 W °co ?� N a - FW - Ix z O �:.',' '•'` N z i. U PROJ NO: _P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: ARCHITECTURAL CONSTRUCTION DETAILS SHEET NO. A-502 SHEET OF N 0 � J Q- Q 0uj t1 0 'v Z 0 O 0 UJ LL" wzo �Q Q o aWLL W C 0z LL F= a_ .J Z as I/) _Z 20 cc0 FW - Ix O PROJ NO: _P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: ARCHITECTURAL CONSTRUCTION DETAILS SHEET NO. A-502 SHEET OF O F= a_ za Ow _W 0 m 1— D M . w CO co 0 o w 'cp M Q � Q 0 z t - �— o co iLLiE PROJ NO: _P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: ARCHITECTURAL CONSTRUCTION DETAILS SHEET NO. A-502 SHEET OF 1 2 3 -- 4 EURO CAFE PLAN (AW4 SCALE: 1/2"=l' -O" BACK COUNTER ELEVATION 6 SCALE: 1 /2"=1 ' -0" CABINET---,,, BELOW 10 N;;7 8 A-504 5' -3" 0 13 WD 1 TYP. ALL A-504 SIDES VERIFY CUT OUT A REQUIREMENTS WITH ALL EQUIPMENT 9 A-503 CONDIMENT COUNTER R PLAN (AW4) `�' SCALE: 1/2"=l' -O" 1 3'-0" A.F.F. 01-0" FLR. REF. ., OV 2'-6" 2'-6.1 0) PL1 INTERIOR PL1 INTERIOR IMI [All on - 17 0 E Ctt 0 13 WD 1 TYP. ALL A-504 SIDES VERIFY CUT OUT A REQUIREMENTS WITH ALL EQUIPMENT 9 A-503 CONDIMENT COUNTER R PLAN (AW4) `�' SCALE: 1/2"=l' -O" 1 3'-0" A.F.F. 01-0" FLR. REF. ., OV 2'-6" 2'-6.1 0) PL1 INTERIOR PL1 INTERIOR I I j N aEURO CAFE ELEVATION 2 SCALE: 1/2"=1'-0" 4 EURO CAFE ELEVATION SCALE. 1/2"=l' -O" SS1 SS1 EURO CAFE COUNTER 6 TRANSITION DETAIL SCALE: 6"=l' -O' HAFELE FLUSH HANDLE TERRY INSTITUTIONAL HINGE #151.50.215 1 PER DOOR #H08 -99E60 2 PER DOOR CONDIMENT COUNTER 8A)PLAN SECTIONAW4) SCALE: 1/2"=1'-0" 2 FIR "I ..� 2r �u CONDIMENT COUNTER a`�'9ELEVATION (AW4) SCALE: 1/2"=l' -O' !F TH 3 " IT IS C04 2'-10" A.F.F. 0'-0" FLR. REF. 2'-10" A.F.F. �0'-0" Y FLR. REF. 2'-10" A.F.F. MT2 0'-0" A.F.F. CONDIMENT COUNTER ELEVATION (AW4) 1O SCALE: 1/2"=1'-0" 4 5 3 EURO CAFE ELEVATION SCALE. 1/2"=l' -O" 0'-0„ FLR. REF. 5 EURO CAFE ELEVATION SCALE. 1/2"=l' -O" CC4 2'-10" A.F.F. MT2 r 0'-0" A.F.F. CONDIMENT COUNTER 11 ELEVATION (AW4) SCALE. 1/2'1=19-031 5 ❑c 3'-0" A.F.F. 0'-0" FLR. REF. .� Q V4.11 K OV 0) a 0 E Ctt Ow W (' (0Z CV 4)Z W p N :,•-�. wO W F— U n"i%� r. Z � co Y C4 f" Z j WZQ�aO0 0 ?w-, O Fa- otS �..00corn U) (�Z N W ao Z Nvi Z .. . Q N = �C Z U o =O = ® Q un (n a U - V4.11 K H O (00- < 00- � Q �Q moo W oars (s+ U�0 w w -j zu W u- 2�)� as m z � QOM :Z)owoz W mo JZ� QQ Z_ UJ 20 w H O OV 0) a 0 Ctt Ow W (' (0Z CV 4)Z W p N wO 0 � LL e Z -:E; i Z co f" Z M� w O CO Fa- ()° U) • � • N W N Z .. . N Z 0. .; U oW H O (00- < 00- � Q �Q moo W oars (s+ U�0 w w -j zu W u- 2�)� as m z � QOM :Z)owoz W mo JZ� QQ Z_ UJ 20 w H O O H a Z U oW �o m D �o aC 0 0 0 ClNt 0 H 4 Z 0 Y PROJ NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: ARCHITECTURAL CONSTRUCTION DETAILS SHEET NO. A-503 SHEET OF FIN C O n 1 V_n» 2 3 4 EURO CAFE COUNTER SECTION SCALE: 1 1 /2"=1 '-O" EUROCAFE COUNTER SECTION SCALE: 1 1/2"=l' -O' 1'-8" 1" 14" 7 SECTION SCALE. 1 1/2" =1 '-0" 1 WD1 MT2 2" x QT2 d - 2'-9" S.S. CABINETRY BY OTHERS BACK COUNTER SECTION SCALE: 1 1 /2"=1'-0" �N ss1 2'-10" ��__ ____________�� A.F.F. 7�\ 77 LL ----------- --1J ` MT1 PL1 i PL PL1�� 7 d QT2 1'-5" VARIES SEE PLAN PL1 INTERIOR 4 SECTION SCALE. 1 1/2"=l' -O' r SS 1 2" CONDIMENT COUNTER SECTION (AW4) SCALE: 1 1/2"=l' -O" 2 210" A�F.F. :�=T__+,VARIES BASED ON CURVE HAFELE FLUSH WD1 HANDLE #151.50.215 1 PER DOOR TERRY INSTITUTIONAL o HINGE #H08 -99E60 O 2 PER DOOR 0 x 1 cV WD1 `t MT2 MT2 WALL 3'-0" A.F.F. 20-1 On A" 2�=10_A. F. F. )1 AT2 GATE SECTION SCALE. 1 1 /2"=1 '-0" a MT3- FUTURA INDUSTRIES 90' CW#600080 M-80-0110 EURO CAFE COUNTER SECTION SCALE: 1 1 /2"=1'-0" MT3: 1.0 90° CORNER TRIM SCALE. FULL a" -L 1'-8j"± V.I.F. W/ BINS 7;"t 64"± 9i" t R"+ r%"+ CONDIMENT COUNTER SECTION (AW4) 9) SCALE. 1 1/2"=19-0" 3 �� IS LE�� THAN ��" � 34" IT i� A R�QUGEQ SIZE (:?RAWIN 4 5 RCHITECTURAL WOODWORK NOTES D ADJUSTABLE SHELF ON SHELF PINS. "BEST" CAM LOCK. ALL LOCKS TO ACCEPT "BEST" CORES. ALL "BEST" CORE SLOTS TO BE IN VERTICAL POSITION. 3D "HAFELE" RECESSED PULL #151.09.609, ZINC NICKEL -PLATED MATTE. 2" DIA. GROMMET G.C. TO COORDINATE POWER/DATA REQUIREMENTS AT BOTH CASHWRAPS WITH CLIENT. D ACCESS PANEL FOR CONTINUOUS WIRE RACEWAYS. 7D 11/2" WD1 SUPPORT BRACKET AT 45', V-0" O.C. "HAFELE" PRECISION BALL-BEARING SLIDES #422.88.946, #422.88.961 OR #422.88.951 VIF W/ DRAWER DEPTH. 9D TAPERED SHROUD AND 2" DIAMETER SPRING LOADED CASTER ASSEMBLY, FINISH GRAY, MODEL #176A BY CBM INDUSTRIES. CONTACT: MARK PRINCE, 214.564.9409 TWIN BALL CATCH BY HAFELE MODEL #244.20.120 2 3/8". D H08 -99E60 TERRY HINGE & HARDWARE INSTITUTIONAL HINGE D ADJUSTABLE SHELF ON SHELF PINS — NOTE: 1. ALL ARCHITECTURAL WOODWORK MUST CONFORM TO AWI PREMIUM GRADE QUALITY STANDARD. 2. ALL HARDWARE FINISH SHALL BE US26D, U.O.N. ALL PLYWOOD AND LAMINATE TO BE FIRE RATED. 3. ALL ABOVE NOTES MAY NOT BE REFERENCED ON THIS DRAWING. 4. SEE ARCHITECTURAL SPECIFICATION 06400. 5. ALL GRAIN IS VERTICAL, U.O.N. MT7: 900 METAL TILE EDGE TRIM SCALE: FULL r --EXISTING o'0 --Q' AFF TILE C TS2: 1/8- SATIN ANODIZED ALUMINUM DTRAIGHT TRANSITION STRIP SCHIENE-AE-R - -G1 (1/8") STONE TILE EXISTING SLAB 4. TS1: TRANSITION STRIP DETAIL ol STRAIGHT "f-% SCALE: 3" = 1'-0" 5 A Ji.....:.r. a co co C w -_, Y N Z z Q 1:1q o - o UO0 �zocoo, vi og H c Q til o = Z oVCa01: xN ® atncn(Lw O .... OV a 0) p OW ~ � W Z N _ �i W p N pz � o �' }� t >- co z M s ti Q rD^z V0 ~ Fx w >_ 0) •• ., ?� of N w N w z ' "' N z a 00 U H O wW �Q Qz o w uj is, U Z0 W .� I ZN.; ��� ��o o z x Aon � aWz W oz m Q Q z CA 2O x© Wz � Q J O a O R ccf) 6 w o m 1- co co w� aV_ co 0 w 0 r- w iii Z O Il 1i c/) Y w Q PROJ NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: ARCHITECTURAL CONSTRUCTION DETAILS SHEET NO. A-504 SHEET OF E N N 0 z n B a 0 C D n a N 1 LED ILLUMINATED LETTERS AND CIRCLE WITH FACE APPLIED RED VINYL, SIDES PAINTED RED 6,_7" 2' " 1 DIGITAL ARTWORK AVAILABLE THRU TRANSYSTEMS FOR SIGN GRAPHICS. FOR SPECIFICATIONS REFER TO SECTION 10400. ID1 — EURO CAFE TO BE FLUSH MOUNTED MILLED SOLID ACRYLIC LETTERS FILLED WITH WHITE LEDs. SEE SEPARATE SIGNAGE PACKAGE FOR ADDITIONAL REQUIREMENTS. K','\ ID1: EURO CAFE LED SIGN 20 I SCALE: 1"=l'—O" 3'-4" 4 IM4/I M5 SCALE: 1 "=1'-0" 2 2*47" Q 2 LED ILLUMINATED LETTERS AND TRIANGLE WITH FACE APPLIED BLUE VINYL, SIDES PAINTED BLUE IaJ NON ILLUMINATED LINE PAINTED YELLOW m PHOTO IMAGE, SHUTTERSTOCK #1832995, FILLED WITH FLUORESCENT LAMPS. WD1- PHOTO IMAGE, SHUTTERSTOCK #6734560, FILLED WITH FLUORESCENT LAMPS. WD1 A R IM4/1 M5: SECTION SCALE: 1 "=1'-0" 2 LED SIGN DETAILS 2 SCALE: NTS 1 2 3 4 5 �-9 3 MILLED SOLID ACRYLIC LETTERS FILLED WITH WHITE LEDs, APPLIED W/ BLUE OR RED VINYL ON FACE RETURNS LIT WHITE, HN ONLY, PAINTED FOR EURO CAFE FLUSH MOUNTED ELECTRICAL WIRE IN 3830 GTO SLEEVING POWER SUPPLY(S) PENDING THE NUMBER OF LETTERS, APPROX. SIZE 4" WIDE, 1 It, HIGH AND 8" LONG, MUST BE ACCESSABLE LOCAL DISCONNECT EQ. � _ �" EQ. i 0—VI EQ. i — �„ EQ. PHOTO IMAGE, PHOTO IMAGE, PHOTO IMAGE, SHUTTERSTOCK GETTY IMAGES SHUTTERSTOCK #5727907 #74323359 #2017549 6 I M 1 /1 M2/1 M3 SCALE: 1 "=1'—O" 1"0 BRUSHED ST. STEEL SNEEZE GUARD SUPPORT POST, TYP. OF 3 WHITE TRANSLUCENT FILM SANDWICHED BETWEEN 2 LAYERS OF J" CLEAR TEMPERED GLASS COPED GLASS BRACKET, TYP. OF 8 2'-6" 2'-9" 8 A-505 EURO CAFE LOGO ETCHED INTO TEMPERED GLASS, ONLY ON FRONT 7 SNEEZE GUARD PLAN SCALE. 1 1/2"=l'—O" IF THIS 3 -1"0 BRUSHED ST. STEEL SNEEZE GUARD SUPPORT POST, TYP. OF 3 COPED GLASS BRACKET, TYP. OF 8 2'-9" 4 WHITE TRANSLUCENT 9 FILM SANDWICHED -505 BETWEEN 2 LAYERS OF I" CLEAR r TEMPERED GLASS N I I N N a 00 6 W a 00 w �r 2 2►_91„ ID2: EURO CAFE LED SIGN SCALE: 1"=l'—O" 5'-0" A.F.F. MIN TOP OF SNEEZE GUARD GLASS 2'-10" A.F.F._ -SUPPORT BASE SCREWED EURO CAFE LOGO COUNTER HEIGHT INTO COUNTER TOP, TYP. ETCHED INTO TEMPEREDGLASS, ONLY ON FRONT OF 3 SNEEZE GUARD ELEVATION SCALE: 1 1/2"=l' -O" 4 5 SNEEZE GUARD POST 2 LAYERS" TEMPERED GLASS SECURE THROUGH 1j" SNEEZE GUARD TO PLYWOOD POST SUPPORT BASE a BASE SS1—COUNTER 2" TOP PLYWOOD g SNEEZE GUARD SECTION SCALE: 6"=1'-0" 5 0 C D A -i '' U a. 00 co w w �U wa F— co Y N W 0a>> c0 a00 06 0 W- do 01 UzzN � coo . H Lll C N X 00 Z ¢LO CO) aw ti OV a CA � C" w OW � CC) W 2 � N 4)Z W p N O (D OZ -Es } CO �z a �Z '- -Iv w O 3: CV r T_ N Lu Lu z"N ... z a 0 U h O cl) tZ �a �Q uj 0 Q O w J M U ~ O W zLL, u a: 000 COz W C60 LL < JzU) aQ z (0 wo III zO z O a z0 O vi �o W m D �CO) � a o 00 N 00 N w �q8 1 ll^^ V/ z P r �- O cl) w Y Q PROJ NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: ARCHITECTURAL SIGNAGE DETAILS SHEET NO. A-505 SHEET OF K 1 2 3 4 5 co tuxxc�.�'., ,1rpr.,.. •�?i' a, ,r�'.s' s .�a_ 't'• a ,� ei'nftB Fa� z>e>"€x �.x Y 4 E � t a LLJ 00z 3 2 1 2 D Y' ®BELOW D r i� r 0 7 8 9 1 11 1 1 1 1 1 4. 2 '4 cy Of)u C 2 I EQUIPMENT PLAN - ABOVE COUNTER 1 SCALE: 1/4"=1'-0" kMODEL CUSTOM CL Y r kY h` f ..v rn . ::r''. d�ui4„ ..f. ��a t3 c::•.,. 1 , r•. : lic .'r �;c ti,yq . ..t .�,•. ���� r s " y >' a -`a , 'a, w:u: z' ',ha �, st,';.:; _.. y l , ry v. r a 4hr'i'. x ,.. <<, g, B g EQUIPMENT PLAN - BELOW COUNTER 2 SCALE: 1/4"=1'-0" A A 1 2 3 4 5 IF THIS DRAWING 18 LESS THAN 22"X 34" IT 18 A REDUCED SIZE DRAWING MASTER EQUIPMENT SCHEDULE w W � U _ N a00 U?ZNooO O N T ¢ � Z LJ m � � O xx o O S Q ® ¢�ncnaw � W W Z Z � W � p c O \ � d � � Z Z W w Z W fn � I— ; to M Z M 3� Q O N U N � N U OPEN REFRIGERATED CASE OSCI HG • O Q1 W Q! MFR.: SOUTHERN STORE FIXTURES 800-552-6283 Qz MODEL: 4'MDC-78 HN SC w W O � �ZQN Za'o U CHS SPECIALTY CASE OSCI HG • � u O � O 20 °oZ MFR.: SOUTHERN STORE FIXTURES 800-552-6283 m LL Q J Z � Z� MODEL: CHS -48 • WZ � TOUCH SCREEN CASH REGISTER—IBM SUREONE POS 500 OSCI HG O DUAL ESPRESSO MACHINE • • • ® MFR.: GENERAL ESPRESSO 336-393-0224 OSCI HG MODEL: JADA AKC SUPER AUTOMATIC d DIPPER WELL • • O Q MFR.: CHUDNOW 516-593-4222 OSCI HG MODEL: 129 tUn BLENDER • o © MFR:: VITA—MIX 800-437-4654 OSCI HG m MODEL: 36006 TWIN 1.5 GA. COFFEE BREWER • • Q7 MFR.: GRINDMASTER OSCI HG MODEL: P400 � W o DUAL HOPPER COFFEE GRINDER • ® D. MFR.: FETCO 800—FETCO 99 OSCI HG MODEL: GR -2.2 0 0 SOUP WARMER • 0 o Q9 MFR.: APW WYOTT OSCI HG IT MODEL: W -3V HOT DOG ROLLER GRILL • z 10 MFR.: STAR 800-264-7827 OSCI HG O MODEL: 20C HOT DOG BUN BOX 11 MFR.: STAR 800-264-7827 OSCI HG Y MODEL: SS3066 PANINI GRILL • 12 MFR.: STAR 800-264-7827 OSCI HG MODEL: GX201GS PROJ NO: P703080240 SCALE: AS NOTED DATE: MICROWAVE DESIGNED BY: • CHECKED BY: 13 SHEET TITLE: MFR.: AMANA 888-262-6271 OSCI HG SHEET NO. AI -101 SHEET OF MODEL: RCS10MPA TOASTER • 14 MFR.: BELLECO 877-854-8006 OSCI HG MODEL: JT1—B 15 STAINLESS STEEL MICROWAVE/TOASTER STAND CSCI RF KNOX MFR.: RF KNOX 770-434-7401 DROP—IN HAND SINK � • 16 MFR.: ADVANCE TABOO 800-498-6634 OSCI HG MODEL: DI -1-10 GOOSENECK FAUCET • 17 MFR.: FISHER 800-421-6162 OSCI HG MODEL: 3515 ICE CUBE MACHINE • • • 18 MFR: MANITOWOC OSCI HG MODEL: QD-0212A 2—DOOR REFRIGERATOR (LOW PROFILE UNDERCOUNTER) • 19 .MFR.: TRUE 800-325-6152 OSCI HG MODEL: TUC-48—LP STAINLESS STEEL UNDERCOUNTER CABINETS 20 MFR.: RF KNOX 770-434-7401 CSCI RF KNOX MODEL: CUSTOM CONDIMENT PANS 21 MFR.: VOLLRATH 800-624-2051. OSCI HG MOOEL:30942 IN—COUNTER NAPKIN DISPENSER 22 MFR.: SAN JAMAR 800-248-9826 OSCI HG MODEL:H2O01 SS TRASH RING 23 MFR.: SAN JAMAR 800-248-9826 OSCI HG MODEL: L360C 37" PLASMA MENUBOARD • 24 MFR.: PANASONIC OSCI HG MODEL• TH-37PR9U DIGITAL MEDIA PROCESSOR • 25 MFR.: AGN/PRO CSCI ANICOM MODEL: SD100 1—DOOR REACH—IN REFRIGERATOR OSCI HG • 26 MFR.: TRUE 800-325-6152 . MODEL: T-23 WALL—MOUNTED HAND SINK • • 27 MFR.: ADVANCE TABOO 800-498-6634 OSCI HG MODEL: 7—PS-20 3—COMPARTMENT SINK ON LEGS • • ® MFR.: ADVANCE TABOO 800-645-3166 OSCI HG MODEL: K7—CS-32 SWING FAUCET • 29 MFR.: FISHER OSCI HG MODEL: 13269 MOP SINK • • � MFR.: ADVANCE TABOO OSCI HG MODEL: 9—OP-20 WATER FILTER • 31 MFR.: EVERPURE 800-942-1153 CSCI C&CO MODEL: EV9328-05 TANKLESS WATER HEATER • • 32 MFR.: SETS SYSTEMS 877-649-8589 CSCI C&CO MODEL: 180 WIRE SHELVING 24"Dx48"W 3� MFR.: METRO 800-433-2232 OSCI HG MODEL: 2448NS w W � U _ N a00 U?ZNooO C7 rn N T ¢ � Z U � � � O xx o O S Q ® ¢�ncnaw OV Nya � p c GN W W � � Z Z (V W p N w B z fn � I— ; to M Z M Q N ♦ N � N U I— O W Q! Qz w W O � �ZQN Za'o U o W z o �o`� � u O � O °oZ w m LL Q J Z � Z� WZ H Q J O z O d O tUn �W o m � W o D. o 0 0 0 o w H IT c) z O Y PROJ NO: P703080240 SCALE: AS NOTED DATE: DESIGNED BY: DRAWN BY: E. OUTHAVONG CHECKED BY: SHEET TITLE: ARCHITECTURAL EQUIPMENT PLAN SHEET NO. AI -101 SHEET OF E t HVAC ABBREVIATIONS HVAC SYMBOLS LIST AC AIR CONDITIONING L LENGTH M-101 MECHANICAL AIR DISTRIBUTION & DEMO ACC AIR-C❑❑LED CONDENSING UNIT LAT LEAVING AIR TEMPERATURE M-301 CENTER LINE AD ACCESS DOOR LBS POUNDS OR CFM CUBIC FEET PER MINUTE AFF ABOVE FINISHED FLOOR LD LINEAR DIFFUSER (1) THERMOSTAT AL ALUMINUM LDB LEAVING DRY BULB TEMP, 0 SQUARE INCHES AP ACCESS PANEL LIN, FT. LINEAR FEET 0 SQUARE FEET BDD BACKDRAFT DAMPER LR LINEAR RETURN -►- FLOW DIRECTION BHP BRAKE HORSEPOWER LWB LEAVING WET BULB TEMP, --- EXISTING TO REMAIN BI BLACK IRON LWT LEAVING WATER TEMPERATURE -Q PIPE UP BTU BRITISH THERMAL UNITS MAX MAXIMUM w PIPE DOWN BTUH BTU PER HOUR MBH THOUSAND BTU PER HOUR FD&AD -J FIRE DAMPER AND ACCESS DOOR CC COILING C❑IL MCC MOTOR CONTROL CENTER CD CEILING DIFFUSER MER MECHANICAL EQUIPMENT ROOM FS AD =F= COMBINATION FIRE & SMOKE DAMPER AND ACCESS DOOR CFM CUBIC FEET PER MINUTE MHP MOTOR HORSE POWER CG CEILING GRILLE MIN MINIMUM 12x12CD ® 300CFM � CEILING SUPPLY DIFFUSER CLG CEILING MOT MOTOR COD CHORD OPERATED DAMPER NC NOISE CRITERIA 202CR 300CFM CEILING RETURN REGISTER CR CEILING REGISTER NC NORMALLY CLOSED CU COPPER NIC NOT IN CONTRACT NEW DUCTWORK CU. FT. CUBIC FEET NO NORMALLY OPEN VI]- NEW VOLUME DAMPER CU. IN. CUBIC INCHES NO, NUMBER CV CONSTANT VOLUME NTS NOT TO SCALE I FIRE DAMPER D DROP OAI OUTSIDE AIR INTAKE DB DRY BULB TEMPERATURE OD OUTSIDE DIAMETER Q NEW CONNECTION DIAM, 0 DIAMETER OV OUTLET VELOCITY DN DOWN PD PRESSURE DROP DWG DRAWING PHC PREHEAT C❑IL EXISTING TO REMOVED DX DIRECT EXPANSION PSIA PSI ABSOLUTE EA EXHAUST AIR PSIG PSI GAUGE P❑INT OF DISC❑NNECTI❑N EAT ENTERING AIR TEMPERATURE R RISE EDB ENTERING DRY BULB TEMP, RA RETURN AIR EF EXHAUST FAN RF RETURN FAN ELEC. ELECTRIC RM ROOM ERC ELECTRIC REHEAT COIL RPM REVOLUTIONS PER MINUTE EQ EQUAL RH RELATIVE HUMIDITY EWB ENTERING WET BULB TEMP. RHC REHEAT COIL EWT ENTERING WATER TEMP, SLD STRIPLINE LINEAR DIFFUSER F FILTER SP STATIC PRESSURE °F DEGREES FAHRENHEIT SPEC SPECIFICATI❑N FC FLEXIBLE CONNECTION SR SUPPLY REGISTER FD FIRE DAMPER SS STAINLESS STEEL FA FREE AREA (SQ, FT.) T -STAT THERMOMETER F.A. FACE AREA TEMP TEMPERATURE FLA FULL LOAD AMPERES TG TOP GRILLE FPM FEET PER MINUTE TR TOP REGISTER FL, DR. FLOOR DRAIN TRF TRANSFER FAN FIN FL FINISHED FLOOR TYP, TYPICAL FSD FIRE & SMOKE DAMPER TX TOILET EXHAUST FT FEET UH UNIT HEATER FTR FINNED TUBE RADIATION V VOLTS GPH GALLONS PER HOUR W WIDTH GPM GALLONS PER MINUTE W/ WITH H HEIGHT W/❑ WITHOUT HC HEATING C❑IL WB WET BULB TEMPERATURE HR HOUR WG WATER GAUGE HUM HUMIDIFIER WMS WIRE MESH SCREEN HV HEATING AND VENTILATING VAV VARIABLE AIR VOLUME BOX HZ FREQUENCY (HERTZ) VD VOLUME DAMPER IN IN OR INCHES CONNECT TO EXISTING kW KILOWATT P❑INT OF DISCONNECTION A 2 3 4 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 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. 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. 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 INACCESSIBLE 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 FABRICATION. 20. PROVIDE CEILING AND DUCT ACCESS DOORS FOR REHEAT COILS, IF ANY. 21. CONTRACTOR TO COORDINATE DUCT LOCATIONS WITH STRUCTURAL STEEL AND ARCHITECTURAL DRAWINGS OF THE AREA. 22. PROVIDE BRANCH CONNECTION TAPS AS INDICATED IN DETAIL ON DETAIL DRAWINGS. ANY OTHER TAP BRANCH CONNECTIONS ARE NOT 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 DETAILED 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 IS 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 LOCKING 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 INSTALLED. 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 4 DRAWING IS LESS THAN 22"X 34" IT IS A REDUCED SIZE DRAWING 5 ❑c A A 0 coo HVAC DRAWING LIST M-001 MECHANICAL SYMBOL & DRAWING LIST, NOTES, & ABBREVIATIONS M-101 MECHANICAL AIR DISTRIBUTION & DEMO PLAN M-201 MECHANICAL DETAILS M-301 MECHANICAL SPECIFICATIONS Q Z O Lu z 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 INACCESSIBLE 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 FABRICATION. 20. PROVIDE CEILING AND DUCT ACCESS DOORS FOR REHEAT COILS, IF ANY. 21. CONTRACTOR TO COORDINATE DUCT LOCATIONS WITH STRUCTURAL STEEL AND ARCHITECTURAL DRAWINGS OF THE AREA. 22. PROVIDE BRANCH CONNECTION TAPS AS INDICATED IN DETAIL ON DETAIL DRAWINGS. ANY OTHER TAP BRANCH CONNECTIONS ARE NOT 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 DETAILED 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 IS 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 LOCKING 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 INSTALLED. 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 4 DRAWING IS LESS THAN 22"X 34" IT IS A REDUCED SIZE DRAWING 5 ❑c A A 0 coo U C) O a lE � .x � Q I CD a Q Z O Lu z 00 W �Z00 co O W p cV N U w�c~) W a fn Z; ®z v) � cc Y z v J W ZO � W a�0 3 } ad C7 it ctc) os O U Z Z N cq Mo Iw- 2 c=i) Q ll! Z N w U ¢LoU)CLQ � � 0 PERSON SEALING DOMMTS: John 10A LIMP"27I U C) O a � .x � Q w Q Z O Lu z W �Z00 z W p cV N U ~wLL Cn � a fn Z; ®z v) � cc W z v J ou I- w ti W 3 } N O # Nz a U I PERSON SEALING DOMMTS: John 10A LIMP"27I O (A a. � Q Q Z O 0 W �Z00 U ~wLL Cn � O� W �z� 0WLL W COQ F- JZcl) Zcl) �O 2 W ZQ I O PERSON SEALING DOMMTS: John 10A LIMP"27I O F- 2 a w U a� Lu 0 OD w r Q � r Q � r z 0 Lu PROJ NO: 1467.S05 SCALE: None DATE: 11-03-08 DESIGNED BY: JP DRAWN BY: JP CHECKED BY: MD SHEET TITLE: HVAC SYMBOL & DRAWING LIST, NOTES, & ABBREVIATIONS SHEET NO. M-001 SHEET OF 11 C Ul ON A I 1 1 2 H1N 1J1J I KIBU 11LJIN SCALE=1/4'=1'-0' 1 1 2 3x12 IF THIS 3 4 DIFFUSER/GRILLE SCHEDULE DESIGNATI❑N MODULE SIZE, IN, NECK SIZE CFMMAX NC MAX PD (IN. WG,) MOUNTING TYPE MODEL MFGR. SERVICE CD—A 24x24 8$$ 150 <10 0.03 LAY—IN OMNI TITUS SUPPLY CD—B 2424 6" 75 <10 0.01 LAY—IN OMNI TITUS SUPPLY 70 75 25 25 N/A N/A z LLJ (� Ia- J0 NOTES; 1. BORDER TYPES SHALL BE IN ACCORDANCE WITH LATEST APPROVED ARCHITECTURAL REFLECTED CEILING PLAN FOR THE ROOM IN WHICH THE DEVICE IS LOCATED. 2. SEE PLANS FOR LOCATION AND AIR QUANTITIES OF EACH AIR DEVICE. 3. ALL AIR DEVICES SHALL BE TESTED IN ACCORDANCE WITH ASHRAE STANDARD 70-91. 4. FINISH SHOULD BE PAINT ALUMINUM OR SILVER TO MATCH GRID (COORDINATE WITH ARCHITECT). 5. SUBMIT AIR BALANCING REPORT FOR ALL EXISTING EQUIPMENT AND DIFFUSERS SHOWN ON PLAN AND ANY DISCREPANCIES TO ENGINEER BEFORE CONSTRUCTION. 2 CONTRACTOR NOTES, LOCATION OF RETURN OPENING SHALL BE COORDINATED WITH BUILDING MANAGEMENT TO ENSURE PROPER RETURN AIR FLOW BACK TO EXISTING AC UNIT SUPPLYING SPACE. CONTRACTOR TO VERIFY SUPPLY AIR INDICATED ON PLANS IS AVAILABLE. REPORT TO ENGINEER ANY DISCREPENCIES INVOLVING ALL AIR DISTRIBUTION EQUIPMENT, DUCTWORK, ETC. VENTILATION INDEX ROOM AREA (SQ. FT.) VOLUME (CUB. FT.) NO. OF PEOPLE VENT INDEX SUPPLY CFM OA CFM EXHAUST CFM REQ'D DESIGN REQ'D IDESIGN REQ'D ACTUAL COUNTER SPACE 205 1,950 4 1,000 125 300 42 60 N/A N/A STORAGE SPACE 135 1,280 2 1,315 70 75 25 25 N/A N/A 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 TO 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. 8. 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 COST TO THE OWNER. 10. BEFORE PROCEEDING WITH ANY WORK IN OCCUPIED OR USED AREAS, THE CONTRACTOR SHALL APPLY TO THE OWNER OF BUILDING FACILITY ENGINEERS FOR PERMISSION 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. 3 THAN 22" X 34" IT IS A 4 yl 5 u C 13 00 OV a E r o CIOw z im a�9 Lu z w z W p N N ww Z w U fn ® z to Z N z LLJ (� Ia- J0 C H' w -aO U 0 Z it 0 z vi N � Z Q 04 04 Cd 0 N Nz Z U � � z 0 w ® < (D CL F_ w O (n a Lu W �a J QZ W Lu fs, U Z O cl)wLL Lu �- BZW � owo W moz JZcl) Zcf) �O OC 0 Fw— g o << SEAUNC 00=AEN7ss John d QM Lk_p"27 OV a o CIOw z Lu z � z W p N N Qw c�E— p r— LL fn ® z to Z �0 �z (� Ia- J0 H' w 0 cn 0 N Z 04 04 O Nz a U .3"' w F_ w O (n a Lu W �a J QZ W Lu fs, U Z O cl)wLL Lu �- BZW � owo W moz JZcl) Zcf) �O OC 0 Fw— g o << SEAUNC 00=AEN7ss John d QM Lk_p"27 PROJ NO: 1467.S05 SCALE: AS NOTED DATE: 11-03-08 DESIGNED BY: JP DRAWN BY: JP CHECKED BY: MD I SHEET TITLE: MECHANICAL AIR DISTRIBUTION PLAN, SCHEDULE & NOTES SHEET NO. M-101 SHEET OF z �0 0- w Lu w () aU) w 0 00 w v �— z O cl) Y W 1 III w 1 __ PROJ NO: 1467.S05 SCALE: AS NOTED DATE: 11-03-08 DESIGNED BY: JP DRAWN BY: JP CHECKED BY: MD I SHEET TITLE: MECHANICAL AIR DISTRIBUTION PLAN, SCHEDULE & NOTES SHEET NO. M-101 SHEET OF F Lo I 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. IN CINDER CONCRETE SLABS OR IN AS SHOWN (MAX. BLADE HEIGHT 2") REPUBLIC ARCH CONCRETE BEAMS AIR FLOW USE APPROVED SCISSOR TYPE HANGER MAIN DUCT. DUCT HOOK (B.S.&A. FILE #A-61-63 SM.) SLAB T • • EXPANSION BOLT MINIMUM SIZE 1/4"- 45' 20 GAUGE QUADRANT 3/8" SQUARE ROD WITH (B.S.&A.FILE CLINCH MOUNTING BRACKET ON WWASHER AT EACH END. #390 -58 -SM OR COLLAR INSULATED DUCT ONLY. DUCT #480 -64 -SM OR DUCT SECURE TO 1 /3 W, #481 -64 -SM.) REINFORCING 6"MIN. W • FOR STONE RODS. (BRANCH PROVIDE BEARINGS AT CONCRETE ONLY. DUCT BOTH ENDS (GRIND WIDTH) ROD ROUND.) FASTEN TO SIDES OF DUCTS UNDER 48" WIDE, DAMPER REGULATOR- 1 /8" x 1 "GALVANIZED IRON OVER 48" WIDE TURN HANGERS 8'-0" ON CENTER WITH LOCKING TYPE DAMPER ROD CLIP. FOR DUCTS 4 SQ.FT. AND UNDER BOTTOM FOR 2" END BEARING INDICATOR QUADRANT. AND FASTEN. ONE REGULATOR FOR UNDER, 4'-0" ON CENTER AIR FLOW EACH TWO BLADES. FOR DUCTS OVER 4 SQ.FT. IN AREA. HANGERS SHALL BE SAME MATERIAL AS DUCTWORK NOTE : ` OPPOSED ACTION FOR DUCTS OVER 29" WIDE LINKAGE ASSEMBLY. AND/OR OVER 12" HIGH. LOW PRESSURE BALANCING DAMPER NOT TO SCALE DUCT ELBOW. FRAME. 21/4 21/4 "R TURNING VANE NOTES: 1 ..... LOCKING LUGS TO BE INTEGRAL WITH THE TURNING VANE. 2 ..... MAXIMUM UNSUPPORTED FRAME LENGTH TO BE 48". 3 ..... FRAMES TO BE BOLTED OR RIVETED TO THE ELBOW. 4 ..... VANES AND FRAMES TO BE SAME GAUGE AS THE ELBOW (MINIMUM 20 GAUGE). VANED ELBOW 5 ..... SQUARE ELBOWS ARE TO BE USED ONLY WHEN SPECIFICALLY INDICATED ON THE DESIGN DRAWINGS. DOUBLE THICKNESS TURNING VANES FOR MITERED ELBOWS NOT TO SCALE SHEET METAL DUCT DAMPER TO DIFFUSE NECK HUNG CEILING TYPICAL DIFFUSER CONNECTION NOT TO SCALE TYPICAL DUCT HANGING DETAIL NOT TO SCALE RETAINING ANGLES SHALL BE MINIMUM OF 1 1/2" x 1 1/2" x 1/8" SHALL OVERLAP WALL A MINIMUM OF ONE INCH ON ALL FOUR SIDES rr- FIRESTAT DAMPER MOTOR > RUSKIN FSD-60 BSA #176 -82 -SM ACCESS DOOR SHALL BE NO LESS THAN 20" x 20" UNLESS OTHERWISE APPROVED AAFIRE RATED CONSTRUCTION F/ 6" MAX. ON ALL SIDES MAX. CLEARANCE 1/8" /LF. SEAL OPENING WITH MINERAL WOOL BOLT, WELDED, OR RIVET ANGLES TO SLEEVE AT A MAX. OF 12" AND WITH MINIMUM OF TWO CONNECTIONS IN EACH SIDE, TOP AND BOTTOM. STEEL SLEEVE— 14 GAUGE BOLT, WELD OR RIVET DAMPER TO SLEEVE ON SAME SPACING AS RETAINING ANGLES SHEETMETAL DUCTWORK BREAKAWAY DUCT CONNECTION. (TYP.) NOTES: FIRESTAT AND DAMPER MOTOR TO BE OUTSIDE OF AIR STREAM. COMBINATION FIRE AND SMOKE DAMPER DETAIL NOT TO SCALE GENERAL NOTES: COMBINATION FIRE AND SMOKE DAMPERS (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 555S 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/SMOKE 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. 2 3 IF THIS DRAWING IS LESS THAN 22"X 34" IT IS A REDUCED SIZE 4 J ' 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 ,,WITH VOLUME DAMPERS NOT TO SCALE DUCT TAP 0 C A AI Co U a 0) C f W W ~ Z w w CC N N -a--+a C,03o ai ®_ z� coJ w co 0z W O Z�Ur, Y ?� } N z W z O�co0 Qco O o 00 Nz °tS U 0 Z 0 ZLu ao N ago Z Q Z N U Qu�icOi�aw � � 0 ® H O w w �Q J �a a. 0 Q oar p:Wo WZO 000 0 w U. moa QQ� z cn x0 H� iyO I SEAM DOGASM Jahn d am LILPM271 Z O g 0- W U Q. 0) w 0 OD w Q �o z 0 fii Q PROJ NO: 1467.SO5 SCALE: None DATE: 11-03-08 DESIGNED BY: JP DRAWN BY: JP CHECKED BY: MD SHEET TITLE: MECHANICAL DETAILS SHEET NO. M-201 SHEET OF U a 0) C W W ~ Z w w CC N N ai ®_ z� coJ , Z co 0z W O U vcl) ?� } N z N W N O Nz a U H O w w �Q J �a a. 0 Q oar p:Wo WZO 000 0 w U. moa QQ� z cn x0 H� iyO I SEAM DOGASM Jahn d am LILPM271 Z O g 0- W U Q. 0) w 0 OD w Q �o z 0 fii Q PROJ NO: 1467.SO5 SCALE: None DATE: 11-03-08 DESIGNED BY: JP DRAWN BY: JP CHECKED BY: MD SHEET TITLE: MECHANICAL DETAILS SHEET NO. M-201 SHEET OF 1. GENERAL A. WORK INCLUDES HVAC WORK AT EUROCAFE, TERMINAL B, DOMESTIC DEPARTURES, ORLANDO SANFORD INTERNATIONAL AIRPORT, SANFORD, FL, 32773 B. . C. 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. D. 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 WORK 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 THE SIGNING OF CONTRACTS, NO ALLOWANCE SHALL BE MADE TO THE CONTRACTOR DUE TO ANY MISUNDERSTANDING OF THE CONDITIONS PERTAINING TO THE SITE. E. PRIOR TO SUBMISSION OF HIS/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/SHE SHALL NOTIFY THE GENERAL CONTRACTOR OF WORK REQUIRED IN HIS/HER BID WHICH IS INDICATED OR IMPLIED IN OTHER SECTIONS OF THE WORK. F. INSTALL WORK IN A NEAT WORKMANLIKE MANNER READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. G. 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. H. 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. I. 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. C J. "PROVIDE" IN THIS DOCUMENT MEANS FURNISH AND INSTALL. K. THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIA DOCUMENT A201 FOURTEENTH EDITION, AUGUST 1997, 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 B A. DISCONNECT, REMOVE, AND/OR RELOCATE EXISTING MATERIAL, EQUIPMENT AND OTHER WORK 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 B. VOLUME AMPERS — 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 — GALVANIZED 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 INDEX 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. B. 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, %" SCALE. — CERTIFIED AIR BALANCING REPORT. — 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. B. 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 IF THIS 2. SUBMIT A CERTIFIED TE5T REPORT INDICATING THE FOLLOWING: 4 — 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. 3 X34" IT IS A REDUCED S 4 5 5 0 A �PErtsoN sEAlM MMMM : John J. arm LI& JM271 z 0 a w acn w 0 ow �a vi �o z O > Lu PROJ NO: 1467.S05 SCALE: None DATE: 11-03-08 DESIGNED BY: JP DRAWN BY: JP CHECKED BY: MID SHEET TITLE: MECHANICAL SPECIFICATIONS SHEET NO. M-301 SHEET OF U a N � p O M w w J co (cnU z z io W p N N w p: Q w ®z H co of H wwF- s y co 'z ~ z J V Y N D Z w03: co z Q rn p co U Z o: Z 'Coo o rn _Z 2O Of 0 N WZ H g co z N i o O 2 ® <Locnaw �PErtsoN sEAlM MMMM : John J. arm LI& JM271 z 0 a w acn w 0 ow �a vi �o z O > Lu PROJ NO: 1467.S05 SCALE: None DATE: 11-03-08 DESIGNED BY: JP DRAWN BY: JP CHECKED BY: MID SHEET TITLE: MECHANICAL SPECIFICATIONS SHEET NO. M-301 SHEET OF U a N � p O M w w J co z z io W p N N w p: Q (4 ®z H co of H � s y co 'z ~ J t, 0 O D VU 3 N JZ vi O Nz a _Z 2O Of 0 �PErtsoN sEAlM MMMM : John J. arm LI& JM271 z 0 a w acn w 0 ow �a vi �o z O > Lu PROJ NO: 1467.S05 SCALE: None DATE: 11-03-08 DESIGNED BY: JP DRAWN BY: JP CHECKED BY: MID SHEET TITLE: MECHANICAL SPECIFICATIONS SHEET NO. M-301 SHEET OF N O =a J � Q Z o. OLLJ Q W 0 Q of � U VZ �WU- OJ W 2Z� ~ pwLL w m ul Q JZ vi 0) _Z 2O Of 0 WZ H g O �PErtsoN sEAlM MMMM : John J. arm LI& JM271 z 0 a w acn w 0 ow �a vi �o z O > Lu PROJ NO: 1467.S05 SCALE: None DATE: 11-03-08 DESIGNED BY: JP DRAWN BY: JP CHECKED BY: MID SHEET TITLE: MECHANICAL SPECIFICATIONS SHEET NO. M-301 SHEET OF n C 1�3 A 1. FURNISH ALL REQUIRED LABOR, MATERIALS, EQUIPMENT AND CONTRACTORS SERVICES NECESSARY FOR THE COMPLETE INSTALLATION OF 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. 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 INTERNATIONAL AIRPORT TENANT DESIGN CRITERIA, NATIONAL ELECTRICAL CODE OF THE NEPA-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 OWNERS 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 CONDI11ONS AND WITH DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THIS 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. 7. THE DRAWINGS INDICATE SIZE AND GENERAL LOCATION OF WORK. SCALED DIMENSIONS SHALL NOT BE USED. THE EXACT LOCATION AND ELEVA11ON 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 IN 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 POWER SYSTEM SHALL CONSIST OF THE USE OF THE LIGHTS, PANELS, FEEDERS, RECEPTACLES, AND BRANCH CIRCUIT WIRING THAT PRESENTLY EXISTS IN THE BUILDING TO THE EXTENT THAT IT MEET THE 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 SHALL 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 OVERCURRENT 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 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. 10.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 CONSTRUCTION. NO OUTLETS, SWITCHES OR SIMILAR DEVICES SHALL BE PERMITTED TO BE CHOPPED INTO 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 NECESSARY TO MEET CODE REQUIREMENTS, ENCLOSURE HOUSINGS SHALL BE SUITABLE FOR A 1 -HOUR FIRE 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 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 LATHING OR PLASTER FOR ALIGNMENT OR SUPPORT. FIXTURES IN SUSPENDED CEILINGS SHALL BE SUPPORTED 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 PAINT 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 LIGHTING FIXTURE HOOKUP WIRE: A. SPLICES SHALL NOT BE PERMITTED IN ANY RUN OF FIXTURE HOOKUP WIRE. B. CONNECTIONS TO BRANCH CIRCUIT CONDUCTORS AND TO EXISTING FIXTURE WIRING SHALL BE MADE BY INSULATED SPRING CONNECTORS OR CRIMP TYPE CONNECTORS. LIGHTING FIXTURE LAMPS: A. LAMPS SHALL BE THOSE MANUFACTURED BY GENERAL ELECTRIC CO. WESTINGHOUSE ELECTRIC CORP. OR SYLVANIA ELECTRIC PRODUCTS INC.. ALL FLUORESCENT LAMPS SHALL BE WARM WHITE, WATT MISER WHERE APPLICABLE. INCANDESCENT LAMPS SHALL BE RATED AT 125 VOLTS EXCEPT WHERE OTHERWISE NOTED. B. THE CONTRACTOR SHALL INSTALL NEW LAMPS IN ALL NEW FIXTURES. C. PRIOR TO THE ISSUANCE OF THE CERTIFICATION OF FINAL COMPLETION, ALL LAMPS WHICH ARE MISSING, BROKEN OR BURNT OUT SHALL BE FURNISHED AND REPLACED BY THE ELECTRICAL CONTRACTOR TO THE SATISFACTION OF THE ARCHITECT. INSTALLATION AND LOCATION OF LIGHTING FIXTURES: A. FIXTURE LOCATIONS AS INDICATED ON THE ELECTRICAL DRAWINGS ARE GENERALIZED AND APPROXIMATE. THE CONTRACTOR SHALL CAREFULLY VERIFY FIXTURE LOCATIONS WITH ARCHITECTURAL PLANS, REFLECTED CEILING PLANS AND OTHER REFERENCE DATA PRIOR TO INSTALLATION. B. WIRING BETWEEN FLUORESCENT LAMPHOLDERS AND ASSOCIATED OPERATION AND STARTING EQUIPMENT SHALL BE OF THE SAME OR HEAVIER GAUGE THAT THE LEADS FURNISHED WITH THE APPROVED TYPES OF BALLASTS AND SHALL HAVE EQUAL OR BETTER INSULATING AND HEAT -RESISTING CHARACTERISTICS. ALL OTHER WIRING WITHIN FLUORESCENT LIGHTING FIXTURES OR FROM THE FIXTURE TO THE SPLICE SHALL 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 INCANDESCENT FIXTURES SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE. AND SHALL NOT BE LESS THAN NO. 16 GAUGE. WIRING SHALL BE PROTECTED WITH TAPE OR TUBING AT ALL POINTS WHERE ABRASION IS LIABLE TO OCCUR. WIRING SHALL BE CONCEALED WITHIN FIXTURE CONSTRUCTION, EXCEPT WHERE THE FIXTURE DESIGN OR MOUNTING DICTATES OTHERWISE. D. CONNECTIONS TO TERMINALS OF LAMPHOLDERS AND OTHER ACCESSORIES SHALL BE MADE IN A NEAT AND WORKMAN LIKE MANNER AND SHALL BE ELECTRICALLY AND MECHANICALLY SECURE WITH NO LOOSE ENDS PROTRUDING. THE NUMBER OF WIRES EXTENDING TO OR FROM THE TERMINALS OF A LAMPHOLDER OR OTHER ACCESSORY SHALL NOT EXCEED THE NUMBER WHICH THE ACCESSORY IS DESIGNED TO ACCOMMODATE. E. JOINTS IN WIRING WITHIN LIGHTING FIXTURES AND CONNECTIONS OF THE FIXTURE WIRING TO THE WIRING IN THE BUILDING SHALL BE SO SPLICED THAT THEY WILL BE MECHANICALLY AND ELECTRICALLY SECURED AND THEN SOLDERED AND TAPED TO PROVIDE INSULA11ON EQUAL TO THAT OF THE CONDUCTORS BEING JOINED. IN LIEU OF SOLDER AND TAPE, APPROVED TYPES OF ADEQUATELY INSULATED SOLDERLESS PRESSURE CRIMP TYPE CONNECTORS MAY BE FURNISHED, PROVIDED SIZES USED, METHOD OF APPLICATION, AND TOOLS EMPLOYED ARE IN ACCORDANCE WITH THE CONNECTOR MANUFACTURERS RECOMMENDATIONS. 12. CIRCUIT BREAKER TYPE PANELBOARDS: A. CIRCUIT BREAKERS SHALL BE BOLTED TO THE PANELBOARD COPPER BUS BARS WHICH SHALL BE PROPORTIONED FOR A CURRENT DENSITY OF 1000 AMPERES PER SQUARE INCH OF CROSS SECTIONAL AREA. PROVIDE A COPPER GROUND BUS IN PANELS WHERE INDICATED. CIRCUIT BREAKERS SHALL BE QUICK -MAKE, QUICK -BREAK COMPENSATED FOR AMBIENT TEMPERATURES AND SHALL HAVE A MINIMUM SHORT CIRCUIT RATING OF 10,000 AMPERES SYMMETRICAL OR HIGHER WHERE NOTED. B. CABINET SHALL BE MADE OF SHEET METAL "BENT -UP" OR RIVETED OR BOLTED TOGETHER WITH EXTERIOR ANGLE IRON FRAME CABINET SHALL BE OF SUFFICIENT SIZE TO ALLOW A GUTTER AT LEAST 4" IN WIDTH ENTIRELY SURROUNDING EACH SECTION OF THE BOARD. INCREASE SIZE TO ACCOMMODATE THE FEEDER SIZE. PANELBOARDS SHALL BE SURFACE OR FLUSH TYPE AS INDICATED ON THE DRAWINGS. PANELBOARDS 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 ATTACHED DIRECTLY TO BOX BY INDICATING TYPE CLAMPS ATTACHED THROUGH HOLES IN TRIM AND SUPPORTING BOX FRAME. PROVIDE LOCKS AND HINGES. D. PANELS SHALL BE AS MANUFACTURED BY SQUARE D, GENERAL ELECTRIC OR APPROVED EQUAL. E. A TYPE WRITTEN LIST OF CIRCUITS SHOWING CLEARLY THE POINTS SUPPLIED BY EACH CIRCUIT SHALL BE INSTALLED ON THE INSIDE OF EACH PANELBOARD DOOR. THIS LIST SHALL BE MOUNTED IN A STEEL FRAME UNDER A PLASTIC WINDOW. EACH PANEL SHALL BE EXTERNALLY TAGGED WITH A PERMANENT LAMACOID PLATE INDICATING PANEL IDENTIFICATION AND VOLTAGE. F. PHASE LEGS OF ALL PANELS (NEW AND EXISTING) SHALL BE BALANCED AT SUPPLY POINT. ANY PANEL FOUND WITH UNBALANCED LOADS SHALL HAVE ITS CIRCUITS REARRANGED AS REQUIRED TO BALANCE PHASE LEGS. 13. SAFETY SWITCHES: A. UNLESS OTHERWISE NOTED, SWITCHES SHALL BE "QUICK MAKE", "QUICK BREAK", HEAVY DUTY TYPE SAFETY SWITCHES FUSED OR NON FUSED AS INDICATED ON THE DRAWINGS. PROVIDE ALL FUSES AS INDICATED OR REQUIRED BY EQUIPMENT MANUFACTURER. B. SWITCHES SHALL BE AS MANUFACTURED BY GENERAL ELECTRIC, ITE, WESTINGHOUSE, OR SQUARE D C. FUSES FOR SWITCHES SHALL BE CURRENT LIMITING TYPE WITH A MINIMUM INTERRUPTING CAPACITY OF 200,000 AMPERES RMS AND OF THE CONTINUOUS CURRENT RATINGS AS INDICTED ON THE DRAWINGS OR AS RECOMMENDED BY THE MANUFACTURER. 14. RACEWAYS AND BOXES: A. NO OUTLETS OR SWITCHES OR SIMILAR DEVICES SHALL BE PERMITTED TO BE CHOPPED INTO ANY CORE WALL. B. WHERE SIZES OF RACEWAYS OR BOXES ARE NOT INDICATED, THE CONTRACTOR SHALL SIZE THESE ITEMS AS REQUIRED FOR THE INSTALLATION. C. FLEXIBLE METAL CONDUIT SHALL BE USED FOR THE FINAL CONNECTION OF LIGHTING FIXTURES AND WIRING DEVICES TO BE INSTALLED IN HUNG CEILINGS OR IN REMOVABLE HOLLOW METAL CONSTRUCTION. D. ALL CONDUIT AND TUBING SHALL BE CUT SQUARE AND REAMED AT THE ENDS. RED LEAD SHALL BE 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 STARTING TO ALL OUTLETS. CONDUIT SHALL ENTER AND BE SECURELY CONNECTED TO CABINET, JUNCTION BOX OR OUTLET BOX BY MEANS OF LOCKNUTS ON THE OUTSIDE AND INSIDE AND AN INSULATED BUSHING ON THE INSIDE. IN TUBING OR FLEXIBLE METAL CONDUIT, THE ONE COMPRESSION LOCKNUT SHALL BE MADE WRENCH -TIGHT. ALL LOCKNUTS SHALL BE THE BONDING TYPE WITH SHARP EDGES FOR DIGGING INTO THE METAL ENCLOSURE AND SHALL BE INSTALLED IN SUCH A MANNER THAT WILL ASSURE A LOCKING AND ELECTRICALLY CONTINUOUS INSTALLATION. LOCKNUTS AND BUSHINGS WILL NOT BE REQUIRED WHERE CONDUITS ARE SCREWED INTO TAPPED CONNECTIONS. F. ALL VERTICAL RUNS OF CONDUIT OR TUBING TERMINATING IN THE BOTTOM OF WALL BOXES OR CABINETS OR SIMILAR LOCATIONS, SHALL BE PROTECTED FROM THE ENTRANCE OF FOREIGN MATERIAL PRIOR TO THE INSTALLATION OF CONDUCTORS. G. UNLESS OTHERWISE SPECIFIED, ALL CONDUIT AND TUBING SHALL BE INSTALLED CONCEALED. IN GENERAL, ALL CONDUIT AND TUBING SHALL BE RUN IN HUNG CEILINGS AND FURRED SPACES WHERE THEY EXIST. WHERE CONDUIT IS RUN EXPOSED, IT SHALL BE SECURELY SUPPORTED WITH ZINC COATED MALLEABLE IRON PIPE STRAPS OR OTHER APPROVED METALS. H. EVERY CONDUIT SYSTEM SHALL BE INSTALLED COMPLETE BEFORE ANY CONDUCTORS ARE DRAWN IN. WIRE PULLING LUBRICANTS, WHEN UTILIZED, SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF UNDERWRITER'S LABORATORIES, INC., APPLICABLE TO THE SPECIFIC CONDUCTOR OR CABLE INSULATION AND RACEWAY MATERIAL. I. MINIMUM CONDUIT SIZE SHALL BE 3/4". MAXIMUM SIZE FOR EMT IS 2". J. WHERE REQUIRED AND WHERE APPROVED BY THE ARCHITECT, EXTRA DEEP OR EXTRA SHALLOW OUTLET BOXES SHALL BE USED TO FACILITATE THE INSTALLATION OF THE CONDUIT SYSTEM. 15. ALL COMMUNICATIONS WIRING SHALL BE IN CONDUIT PER MCO REQUIREMENTS. EMPTY CONDUIT FOR NEW TELEPHONE/COMPUTER OUTLETS IN PARTITIONS SHALL BE 1" THIN WALL RUN CONCEALED IN WALLS WHEREVER POSSIBLE. PROVIDE LARGER CONDUITS FOR DATA/COMMUNICATION STUB -UPS WHERE INDICATED ON THE DRAWINGS. FURNISH PULL WIRE IN CONDUITS. ALL TELEPHONE/DATA WIRING SHALL BE INCLUDED IN THE ELECTRICAL CONTRACTOR'S BID PER VAA SPECIFICATIONS. SEE ADDITIONAL NOTES ON THIS DRAWING. 2 3 I 4 3 16. CONDUCTORS: A. ALL CONDUCTORS SHALL BE TINNED SINGLE CONDUCTOR COPPER, TYPE THHN INSULATED, 600 VOLT RATED INSULATION AND A MINIMUM OF 98% CONDUCTIVITY. B. THE MINIMUM WIRE SIZE FOR BRANCH CIRCUIT WIRING SHALL BE NO. 12 AWG EXCEPT 120 VOLT CIRCUITS OVER 100' IN LENGTH SHALL BE NO. 10 AWG. C. CONDUCTORS NO. 10 AND LARGER SHALL BE STRANDED. D. 120/208 VOLT SYSTEM: PHASE "A" -BLACK, PHASE "B"- RED, PHASE "C" -BLUE, NEUTRAL -WHITE; 277/480 VOLT SYSTEM: PHASE "A" -BROWN, PHASE "B" -ORANGE, PHASE "C" -YELLOW, NEUTRAL -WHITE. LL B E. ALL WIRES SHA E IDENTIFIED BY CIRCUITS IN ALL CABINETS BOXES WIRING TROUGHS AND OTHER ENCLOSURES, AND AT ALL TERMINAL POINTS, I.E. RECEPTACLES ETC.. THE CIRCUIT DESIGNATIONS SHALL BE AS SHOWN ON THE CONTRACT DRAWINGS OR AS DIRECTED BY THE ARCHITECT. TAGS SHALL BE ATTACHED TO WIRES SO THAT THEY WILL BE READILY VISIBLE. BRADY B-500 VINYL CLOTH WIRE AND TERMINAL MARKERS SHALL BE USED FOR ALL WIRE IDENTIFICATION. F. LEAVE ALL WIRES WITH SUFFICIENT SLACK AT TERMINAL ENDS FOR CONVENIENT LOCATIONS TO DEVICES, AND FOR CONVENIENT SERVICING. MAKE SPLICES IN FEEDER TAPS IN PANEL BOX GUTTERS WITH PRESSURE TYPE CONNECTORS - BURNDY, NEPCO, OR O.Z. WITH COMPOSITION INSULATING COVERS. G. SPLICES IN BRANCH WIRING SHALL BE TWISTED AND MADE MECHANICALLY TIGHT, THEN SECURE WITH 3M SCOTCHLOCK OR THOMAS AND BETTS PIGTAIL CONNECTORS, CRIMP TYPE CONNECTIONS SHALL NOT BE USED. H. THE COLOR OF SWITCH LEGS MUST MATCH PHASE CIRCUIT COLOR. 17. GROUNDING: A. METAL RACEWAYS, METAL ENCLOSURES OF ELECTRICAL DEVICES AND EQUIPMENT, LIGHTING STANDARDS 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. C. THE SERVICE SYSTEM NEUTRAL CONDUCTOR SHALL NOT BE BONDED TO EQUIPMENT GROUND AT ANY POINT IN THE SYSTEM, EXCEPT AT THE SUBSTATION. D. WHEREVER A GROUND CONDUCTOR IS REQUIRED, A SEPARATE DEDICATED GROUND WIRE SHALL BE INSTALLED. E. GROUNDFAULT PROTECTION SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND FOR ALL RECEPTACLES AND EQUIPMENT LOCATED WITHIN 6' OF RUNNING WATER. F. GROUND WIRE REQUIRED IN ALL CONDUIT PER DM. 18. WIRING DEVICES: A. WIRING DEVICES SHALL BE OF THE SPECIFICATION GRADE. ALL DEVICES SHALL BE FLUSH MOUNTED UNLESS OTHERWISE NOTED. COLOR OF DEVICE PLATE SHALL BE AS DIRECTED BY THE ARCHITECT. B. ALL CONVENIENCE RECEPTACLES SHALL BE OF THE GROUNDING TYPE. C. SINGLE POLE TOGGLE SWITCHES SHALL BE RATED 277 VOLT, 20 AMPERES, QUIET OPERATION, COLOR OF DEVICE PLATE SHALL BE AS DIRECTED BY THE ARCHITECT. D. SWITCH AND RECEPTACLE PLATES SHALL BE PLUMB AND SHALL FIT FLAT AGAINST THE WALL. E. PROVIDE MULTIGANG FACEPLATES WHERE MULTIPLE SWITCHES AND/OR DIMMERS ARE INDICATED. F. WHERE SWITCHES AND DIMMERS ARE GANGED, PROVIDE SWITCHES BY SAME MANUFACTURER AS DIMMER WITH MUL11GANG FACEPLATE. 19. FIRE ALARM SYSTEM: A. WHERE CONSTRUCTION INTERFERES WITH EXISTING FIRE ALARM EQUIPMENT, OR IT IS LOCATED ON EXISTING WALLS TO BE DEMOLISHED, IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO NOTIFY THE BUILDING OWNER AND RELOCATE IT AT THE OWNERS DIRECTION. DO NOT REMOVE F/A DEVICES UNLESS DIRECTED TO DO SO BY THE BUILDING. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO MAINTAIN FIRE ALARM SPEAKERS, SMOKE DETECTORS AND OTHER FIRE SAFETY DEVICES IN OPERATION AT ALL TIMES. IF ANY PERMANENT BUILDING INSTALLATIONS SUCH AS SMOKE DETECTORS, CORRIDOR PA SYSTEMS, FIRE ALARM STATIONS, ELEVATOR SIGNS, LIGHTING IN ELECTRIC OR PORTERS CLOSETS, PIPE SHAFTS, ELECTRIC CABS, ETC. ARE TO BE ALTERED OR RELOCATED, THE BUILDING MANAGEMENT OFFICE SHALL BE NOTIFIED BEFORE PROCEEDING. THE ELECTRICAL CONTRACTOR MUST COORDINATE THE COMPLETE INSTALLATION WITH THE BUILDIN'S FIRE ALARM SYSTEM CONTRACTOR. THE ELECTRICAL CONTRACTOR MUST SUBMIT WIRING DAGRAMS (PRODUCED BY THE BASE BUILDING FA CONTRACTOR) TO THE ENGINEER FOR ANY MODIFICATIONS TO THE FIRE ALARM SYSTEM. THE ELECTRICAL CONTRACTORS BID SHALL INCLUDE TESTING BY THE BASE BUILDING FA CONTRACTOR. 20. ALL CONTROL WIRING ASSOCIATED WITH MECHANICAL EQUIPMENT SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. 21. OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH FIRE RESISTANCE RATED WALLS, PARTITIONS, FLOORS OR CEILINGS SHALL BE FIRE STOPPED USING APPROVED METHODS. 22. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE INSTALLATION. 23. POWER INTERRUP11ON NOTE: ELECTRICAL POWER MUST BE SHUT OFF PRIOR TO THE CONTRACTOR PERFORMING ANY WORK IN RACEWAYS WITH LIVE ELECTRICAL CIRCUITS OR ANY OTHER LIVE ELECTRICAL CIRCUITS OR EQUIPMENT. WHEN SWITCHES OR CIRCUIT BREAKERS ARE OPENED FOR WORK ON ELECTRICAL EQUIPMENT OR WIRING, SIGNS OR TAGS SHOULD BE INSTALLED AT THE SWITCH OR BREAKER STATING THAT WORK IS BEING PERFORMED ON THEM. INCLUDE THE TIME, DATE AND CONTRACTOR'S NAME ON THE SIGN OR TAG. IF DEVICE IS LOCKABLE IT SHOULD BE PADLOCKED. 24. FINAL CLEANUP AND FIELD TESTS: AFTER COMPLE11ON OF THE FINAL INSTALLATION: ELECTRICAL DEMOLITION NOTES: I. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. A. THE CONTRACTOR, BEFORE FINAL ACCEPTANCE WILL BE GRANTED, SHALL CLEAN ALL LIGHTING FIXTURES, 24 GLASSWARE, PANELBOARDS, CABINETS, DEVICE PLATES AND ALL OTHER ITEMS INSTALLED UNDER THIS CONTRACT AND SHALL INSURE THAT ALL DIRECTORIES ARE IN PLACE WITH COMPLETED OR REVISED SCHEDULES AND ALL IDENTIFICATIONS AND MARKINGS OF EQUIPMENT, CABLES AND OTHER ITEMS ARE 25 COMPLETED. B. THE CONTRACTOR SHALL REPAIR OR REPLACE AS DIRECTED BY THE ARCHITECT, AT NO ADDITIONAL COST 26, TO THE OWNER, ANY ITEM DAMAGED DUE TO INSTALLATION, RELOCATION OR REINSTALLATION. C. IN ADDITION TO OTHER TESTS WHICH MAY BE REQUIRED IN THE VARIOUS OTHER DISCIPLINES, THE CONTRACTOR SHALL PERFORM FIELD TESTS IN THE PRESENCE OF THE ARCHITECT, TO DEMONSTRATE THE 27 RELIABILITY OF THE ELECTRICAL INSTALLATION. GIVE THE ARCHITECT 48 HOURS NOTICE IN ADVANCE OF SUCH TESTS. THE FOLLOWING FIELD TESTS SHALL BE PERFORMED BY THE CONTRACTOR: 1. OPERATE ALL ELECTRICAL EQUIPMENT FOR A PERIOD OF 24 HOURS, UNLESS OTHERWISE SPECIFIED BY THE ARCHITECT. 2. SHOULD THE FOREGOING TESTS REVEAL ANY DEFECTS, PROMPTLY CORRECT SUCH DEFECTS AND RERUN THE TESTS UNTIL THE ENTIRE INSTALLATION IS SATISFACTORY IN ALL RESPECTS. D. THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING ALL PANEL TRIMS, COVERS ETC., IN THE SPECIFIED WORK AREAS WHETHER OR NOT THE TRIMS, COVERS, ETC WERE REMOVED BY THE CONTRACTOR, UNLESS THE CONTRACTOR ADVISES THE OWNER OF MISSING TRIMS, COVERS, ETC. PRIOR TO THE START OF WORK. 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 TO ELECTRICAL ITEMS DESCRIBED ON THIS CONTRACTOR WILL ONLY BE PERMITTED UPON WRITTEN APPROVAL BY THE ARCHITECT. SHOP DRAWINGS AND CATALOG CUTS WILL BE REQUIRED FOR THE FOLLOWING: A. LIGHT FIXTURES B. PANELBOARD C. FIRE ALARM DEVICES 26. ELECTRICAL CONTRACTOR SHALL PROVIDE AS-BUILTS PER MASSPORT AND TENANT STANDARDS. CONTRACTOR FIELD MARK-UPS ARE NOT ADEQUATE. " IT IS A REDUCED SIZE DRAWING 4 5 THE CONTRACTOR SHALL VISIT THE PREMISES AND COMPARE SAME WITH A FULL SET OF BID DOCUMENTS AND SPECIFICATIONS AND SATISFY HIMSELF OF THE CONDITIONS EXISTING AT THE BUILDING BEFORE DELIVERY OF HIS PROPOSAL. NO ADDITIONAL ALLOWANCE WILL BE MADE TO THE CONTRACTOR DUE TO HIS NEGLECT OR FAILURE TO COMPLY WITH THE SPECIFIED REQUIREMENTS. NOTES AND GRAPHIC REPRESENTATIONS SHALL NOT LIMIT THE EXTENT OF DEMOLITION REQUIRED. CONTRACTOR SHALL VISIT THE SITE, CAREFULLY EXAMINE EXISTING CONDITIONS AND SHALL PERFORM ALL DEMOLITION REQUIRED TO ACHIEVE THE FINAL DESIGN INTENT AS REQUIRED BY THE CONTRACT DOCUMENTS. EXTENT OF ALL DEMOLITION WORK SHALL BE COORDINATED WITH THE ARCHITECT. ALL WORK REQUIRED TO REMAIN IN SERVICE BUT INTERFERING WITH THE ALTERATIONS SHALL BE RELOCATED AND RECONNECTED USING MATERIALS AND STANDARDS OF THIS CONTRACT. EQUIPMENT AND WIRING TO BE REMOVED SHALL BE DE -ENERGIZED PRIOR TO ANY DEMOLITION WORK. TEMPORARY LIGHTING SHALL BE PROVIDED ON THE ENTIRE FLOOR BEING DEMOLISHED UNTIL THE WORK IS DONE. EQUIPMENT INDICATED TO BE REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE LAWS AND ENVIRONMENTAL REGULATIONS. EQUIPMENT REQUIRED TO BE TURNED OVER TO THE OWNER SHALL BE PLACED IN A MUTUALLY ACCEPTABLE LOCATION. FOR FEEDERS AND BRANCH CIRCUITS THAT ARE TO BE REMOVED - CONDUIT AND SUPPORTS SHALL BE REMOVED TO THE PANEL OF ORIGINAL OR THE BOUNDARY OF THE PROJECT AREA. WIRING SHALL BE REMOVED TO THE PANEL OF ORIGIN. WHERE EMPTY CONDUITS REMAIN, INSTALL A PULL STRING AND IDENTIFY AT BOTH ENDS. FOR FEEDERS AND BRANCH CIRCUITS THAT ARE TO BE RE -USED - REMOVE CONDUIT AND WIRING TO LOCATIONS WHICH AVOID CONFLICTS WITH NEW WORK. INSTALL JUNCTION BOXES, TAPE OFF CONDUCTORS AND IDENTIFY WITH PANEL AND CIRCUIT NUMBER. FOR FEEDERS AND BRANCH CIRCUITS THAT ARE TO BE ABANDONED - DISCONNECT, TAPE OFF CONDUCTORS AT BOTH ENDS AND IDENTIFY. PROVIDE JUNCTION BOXES AT BOTH ENDS. PROVIDE BLANK COVER PLATES AT OPEN BOXES WHERE EXISTING RECEPTACLES OR ELECTRICAL DEVICES ARE REMOVED FROM ENCLOSURES, INDUCTION UNITS OR SURFACES NOT INDICATED TO BE REPAIRED OR REFINISHED. THE REMOVAL OF ALL FIRE ALARM, COMMUNICATIONS, DATA AND SECURITY EQUIPMENT AND ASSOCIATED CABLING SHALL BE COORDINATED WITH BUILDING OPERATING PERSONNEL. EXISTING BASE BUILDING FIRE ALARM SYSTEM SHALL REMAIN IN OPERATION DURING BOTH DEMOLITION AND CONSTRUCTION STAGES OF THIS PROJECT. PROVIDE ADDITIONAL SUPPORT FOR ALL EXISTING CONDUITS, LOW VOLTAGE CABLING AND DEVICES TO REMAIN WHICH ARE AFFECTED BY DEMOLITION OF EXISTING CEILINGS AND PARTITIONS. ALL WORK SHALL BE PROPERLY IDENTIFIED AFTER DEMOLITION, UPDATE ALL PANEL SCHEDULES TO REFLECT EQUIPMENT AND CIRCUIT REMOVALS. THE WORK SHALL INCLUDE THE FURNISHINGS OF ALL MATERIAL CUTTINGS, EXTENSIONS, CONNECTIONS, REPAIRING, ADAPTING AND OTHER WORK INCIDENTAL THERE TO, TOGETHER WITH SUCH TEMPORARY CONNECTIONS AS MAY BE REQUIRED. THE WORK SHALL INCLUDE THE REMOVAL OF MATERIALS AS DIRECTED. PRIOR TO REMOVING EQUIPMENT AND MATERIALS FROM PROJECT SITE, THE OWNER'S MANAGER WILL INSPECT AND ADVISE WHICH ITEMS WILL BE RESTORED. REMOVAL OF EXISTING EQUIPMENT SHALL BE COORDINATED WITH REMOVAL AND PARTITIONS. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ASCERTAINING WHICH EXISTING CIRCUITS ARE CONNECTED TO EXISTING EQUIPMENT TO REMAIN AND SHALL MAINTAIN CONTINUITY OF SERVICE TO SUCH EQUIPMENT WITH EITHER NEW CIRCUITING OR EXTENSION OF EXISTING CIRCUITING (TOILETS, JANITOR'S CLOSETS, SERVICE ELEVATOR LOBBY AND RECEPTACLES IN CORE CORRIDORS). WHERE PORTIONS OF EXISTING BRANCH CIRCUITS ARE REMOVED, MAINTAIN THE CONTINUITY OF CIRCUITING TO REMAINING DEVICES. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ASCERTAINING WHICH EXISTING CIRCUITS ARE CONNECTED TO CONSTANT CIRCUITS (NIGHT LIGHTS, EXIT LIGHTS, ETC.). THIS CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY LIGHT AND POWER TO INSURE THE SAFETY OF PERSONNEL AND POWER REQUIREMENTS OF THE VARIOUS TRADES. WHEN REMOVING EXISTING ELECTRICAL AND TELEPHONE FLOOR OUTLETS, THIS CONTRACTOR SHALL PATCH OPENING FLUSH WITH FLOOR WITH SUITABLE MATERIALS TO MATCH EXISTING, ALSO REMOVE ALL DEBRIS AND EXISTING WIRE AND CABLE NO LONGER BEING USED. THIS CONTRACTOR SHALL MAINTAIN CONTINUITY OF SERVICE TO EXISTING OUTLETS WHICH ARE TO REMAIN. THIS CONTRACTOR SHALL MAINTAIN CONTINUITY OF SERVICE TO EXISTING BUILDING FIRE ALARM SYSTEM. (COORDINATED WITH BUILDING MANAGER.) THIS CONTRACTOR SHALL REMOVE ALL EXISTING POWER AND COMMUNICATION/TEL. WIRES FROM HUNG CEILING AND CONVECTOR SPACE THAT IS NO LONGER IN USE. WHERE PRESENT WORK IS DAMAGED IN THE EXECUTION OF THIS CONTRACT, OR WHERE OPENINGS ARE LEFT DUE TO THE REMOVAL OF PIPES, EQUIPMENT OR APPARATUS, THE SAME SHALL BE REPAIRED TO CORRESPOND IN MATERIALS, QUALITY, SHAPE AND FINISH WITH THAT OF SIMILAR AND ADJOINING WORK, UNLESS OTHERWISE CALLED FOR. ALL PANELBOARDS AND ANY OTHER EQUIPMENT IN AREAS TO BE DEMOLISHED ARE TO REMAIN UNLESS OTHERWISE NOTED. CONTRACTOR IS TO DISCONNECT AND REMOVE ONLY WIRING AND RACEWAY SERVING FLOOR AREAS OF DEMOLITION. DO NOT REMOVE ANY BASE BUILDING HOMERUN CONDUITS. ALL LIGHTING AND POWER CIRCUITRY (CONDUIT AND WIRING) NO LONGER IN USE, SHALL BE REMOVED BACK TO THE PANELBOARD. WHERE REMOVAL OF EXISTING ELECTRICAL EQUIPMENT WILL RESULT IN OUTAGES IN AREAS NOT TO BE DEMOLISHED, THE CONTRACTOR SHALL COORDINATE IN ADVANCE AND OBTAIN THE WRITTEN APPROVAL OF THE BUILDING MANAGER. UNLESS OTHERWISE NOTED, DISCONNECT AND REMOVE ALL EXISTING LIGHTING FIXTURES, RECEPTACLES, OUTLETS AND OTHER ELECTRICAL DEVICES ALONG WITH ASSOCIATED WIRING, CONDUIT RACEWAYS, BOXES, AND SUPPORTS ON WALLS TO BE DEMOLISHED OR WHERE IN CONFLICT WITH NEW CONSTRUCTION. EXISTING ELECTRICAL DEVICES SHALL INCLUDE, BUT NOT BE LIMITED TO, TEL/DATA OUTLETS, LIGHTING SWITCHES, RECEPTACLES, ETC. 5 r❑ 1 A ELECTRICAL DRAWING LIST E-001 ELECTRICAL SPECIFICATIONS, DEMOLITION NOTES AND DRAWING LIST E-101 ELECTRICAL POWER & LIGHTING PLANS, NOTES & DETAILS E-102 COMMUNICATION PLAN, NOTES & SPECIFICATIONS E-201 ELECTRICAL SCHEDULES, SYMBOL LIST & DETAILS 5 r❑ 1 A E CD CL co rto w o w w w U Y o V J w�� 00coca Ix coo (D0 UZZNCO �Quio N U O ' ® ¢$ col) CL U. U CL p N M � w W W Z io 04Z Wo N $ ti U - F_ f co cc t } o Z 7' M V: J t �o W O $ 0 � �+u 04Z 04 O Nz a O W IZ W w Q D � J � Q Qoa w0 0 R �wO U �W� O WZo Oin0 i, 1p 0WLL W moQ Q Q Z U) o �o H:5 w O SEWNG DOCUMENTS John I Guth Uc.FOQ7 O i L w IL 0 co w 0 o v w H rri o z O v7 Y PROJ NO: 1467-SO5 SCALE: 1/4"=1'-0" DATE: 11-03-08 DESIGNED BY: WW DRAWN BY: WW CHECKED BY: JG SHEET TITLE: ELECTRICAL SPECIFICATIONS DEMOLITION NOTES & DRAWING LIST SHEET NO. E-001 SHEET OF A C A 1 1 2 ELECT. PANEL PP 21 #2 CEILING #2 MOUNTED TRANSFORMER % .1►>. #25,27 Iz� 26 #32,33 #21,22 15,17 //IJJr #12 #14 #30 16 ' 2 #29,31 18 #11,13 02 w 1 9 SEE NOTE 1. / c #5 8,10 .......... .... ... #7 #4 4 3! KEY --......_._...._._...._.__.._...._._...................................................... SWITCH W._._..... W. ... ..................... _- _ ... _........... _._... _ _ . ........... -._....... _...___._._....._......... _..... _............. __........... EMERGENCY RELEASE .............. ..__ ................................ _... NOTES: In 1. FOR DIGITAL MEDIA PROCESSOR & 37" PLASMA MENUBOARD: PROCESSOR #1 SHALL CONNECT TO MANUBOARD #1; PROCESSOR #2 SHALL CONNECT TO MANUBOARD #2: PROCESSOR #3 SHALL CONNECT TO MANUBOARD #3; PROCESSOR #4 SHALL CONNECT TO MANUBOARD #4; EACH ONE WITH A DEDICATED 1" CONDUIT. PROCESSORS SHALL BE SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR. 2. FOR EXACT OVERHEAD COILING GRILLEREQUIREMENTS, REFER TO MANUFACTURER'S SPECIFICATIONS. 3. REFER TO DWG. E-001 FOR ELECTRICAL POWER DEMOLITION NOTES. ELECTRICAL POWER PLAN SCALE: 1/4"=l' -O" 0 4 8 16 FEET POLARIZED CONNECTOR BATTERY INVERTER/ BALLAST CHARGER NEUTRAL TO SWITCHED LEG ADDITIONAL D LEG FIXTURES SOURCE WALL SWITCH TEST SWITCH OR DIMMER WIRING DIAGRAM - EMERGENCY LIGHTS 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. 1 1 2 3 4 1 5 3 THIS DRAWING IS LESS THAN 22"X 34" IT IS A REDUCED SIZE ELECTRICAL LIGHTING PLAN SCALE: 1/4"=l' -O" 0 4 8 16 FEET CEILING 277/480V, 30, 4W, W/ 300A MCB. PROVIDE A 3POLE - 70A CIRCUIT BREAKER FROM THE EXISTING PANEL LEO- ROOM ► EXISTING PANEL 21_1 CONCOURSE 3#4,1 #6G-1 i"C 45KVA DRY TYPE TRANSFORMER PRIMARY: 480V-3PH, SECONDARY: 120/208V-3PH. .1_F:NAN i 45KVA I /-' #8 AWG XFMR IZ91 GROUND 48OV, 3POLE, 4# 1 /0,1 #4G-2j"C 100A NON— FUSED DISCONNECT NEW swrrcH. PANEL PP 120/208V, 30, 4W, 225A W/150A MCB, SURFACE MOUNTED APPROXIMA"I` ' 14,x' ELECTRICAL RISER DIAGRAM NO TO SCALE NOTES: 1. DASHED LINES INDICATE EXISTING POWER DISTRIBUTION EQUIPMENT TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. 2. SOLID LINES INDICATE NEW POWER DISTRIBUTION EQUIPMENT AND FEEDERS PROVIDED BY THE ELECTRICAL CONTRACTOR. 4 1 i C i A 10a ELECT. � H Q Q U O co � � PANEL PP a U O 8 O f A 1 ' LING LLO W C60 LL z Q X MOUNTED WOD CO ZO 20 it 6 .6w TRANSFORMER Ill co c U0 ?ZN00 vi In ~x 61 xo B1 A P1 B1 Q xN ® Q O Lb EM N - a LL �6 1 w 0„ A 1....... Q 1 B1 4MN B1 B1 �._ w v 17 „ 4� _ _._..............___ I Q J....... . ._...E T N E ......I T ...................................................................................................._ ..... __... ... IN O S GK O R I T Z E-kiliC"T / IG CI E 4D R OTO Y T G L S I C. i W EX # 'G C ILI G A I 10'— 4 " i Xi TIN p )1 Q1 I l ii I I s i I it NOTES: 1. REFER TO DWG. E-001 FOR LIGHTING DEMOLITION NOTES. 3 THIS DRAWING IS LESS THAN 22"X 34" IT IS A REDUCED SIZE ELECTRICAL LIGHTING PLAN SCALE: 1/4"=l' -O" 0 4 8 16 FEET CEILING 277/480V, 30, 4W, W/ 300A MCB. PROVIDE A 3POLE - 70A CIRCUIT BREAKER FROM THE EXISTING PANEL LEO- ROOM ► EXISTING PANEL 21_1 CONCOURSE 3#4,1 #6G-1 i"C 45KVA DRY TYPE TRANSFORMER PRIMARY: 480V-3PH, SECONDARY: 120/208V-3PH. .1_F:NAN i 45KVA I /-' #8 AWG XFMR IZ91 GROUND 48OV, 3POLE, 4# 1 /0,1 #4G-2j"C 100A NON— FUSED DISCONNECT NEW swrrcH. PANEL PP 120/208V, 30, 4W, 225A W/150A MCB, SURFACE MOUNTED APPROXIMA"I` ' 14,x' ELECTRICAL RISER DIAGRAM NO TO SCALE NOTES: 1. DASHED LINES INDICATE EXISTING POWER DISTRIBUTION EQUIPMENT TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. 2. SOLID LINES INDICATE NEW POWER DISTRIBUTION EQUIPMENT AND FEEDERS PROVIDED BY THE ELECTRICAL CONTRACTOR. 4 1 i C i A U IL p to d It � W W O Z N i LLL) p N f/j ® Z11- cn } co Z � Z M M• ou LU O N ZN LU N 0Nz a U _. 10a � H Q Q U O co � � TWO a U O 8 O WwUr- w LLO W C60 LL z Q X WOD CO ZO 20 it 0 .6w Ill co c U0 ?ZN00 vi In ~x xo w Q xN ® Q O Lb O cn = 4. a LL U IL p to d It � W W O Z N i LLL) p N f/j ® Z11- cn } co Z � Z M M• ou LU O N ZN LU N 0Nz a U _. patsGN SEALING DOCUMENTS: John a Guth UJc4WQ71 10a � H Q Q a oar O � � TWO U O � WZo O 000 C w LLO W C60 LL z Q JZ� QQ Z_ (A 20 it 0 Ill a O patsGN SEALING DOCUMENTS: John a Guth UJc4WQ71 PROJ NO: 1467.S05 SCALE: 1/4"= 1'-0" DATE: 11-03-08 DESIGNED BY: WW DRAWN BY: WW CHECKED BY: JG SHEET TITLE: ELECTRICAL POWER & LIGHTING PLANS & DETAILS SHEET NO. E-101 SHEET OF O � a w U w o w v F- Q 0 Z O W PROJ NO: 1467.S05 SCALE: 1/4"= 1'-0" DATE: 11-03-08 DESIGNED BY: WW DRAWN BY: WW CHECKED BY: JG SHEET TITLE: ELECTRICAL POWER & LIGHTING PLANS & DETAILS SHEET NO. E-101 SHEET OF ELECT. PANEL PP CEILING MOUNTED r`- TRANSFORMER / 2 u 02 `tY._._._..__.._._....._....._......... UU 19 7 T879 j1U 12' 14 .-A 4�1 �................. ...................... ._......................_........_..._....._................_.._.............................. _r \ ®..........._..__ s s ............� ELECTRICAL COMMUNICATION PLAN SCALE: 1/4"=V-0" '-0" 0 4 8 16 FEET COMMUNICATION: 1. PULL FOUR (4) YELLOW CAT5E CABLES WHICH INCLUDES ONE (1) CABLE FOR VOICE AND (3) FOR DATA FROM BUILDING TELECOM ROOM TO CASHWRAP. 2. TERMINATE THREE (3) SEPARATE PHONE LINES INTO THREE (3) SEPARATE RJ 1 1 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. KEY RJ11 SURFACE JACK RJ45 SURFACE JACK W DUPLEX 120V, 20A, IG ISOLATED IG GROUND, DEDICATED CIRCUIT EL GEND REG CASH REGISTER CR CREDIT CARD MACHINE TEL TELEPHONE MOD MODEM IG ISOLATED GROUND DUPLEX RECEPTACLE 120V, 20A, DEDICATED CIRCUIT. PROVIDE ONE IG CIRCUIT AT EACH CASHWRAP AND IN TELEPHONE CLOSET. LESS THAN 22" X 34" IT IS A 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) RG59 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 Hudson 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 %" 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 melamine and located as shown or directed. (2) shelf to be able to support a minimum of 50 pounds. 2.Power • Provide one 15 amp fourplex outlet on a dedicated circuit. Locate on back wall behind DVR recorder. 3.Lock 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 1. All cabling runs to be continuous, no splicing will be acceptable. 2.Conduit with single lines • Provide a IF 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 %" 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 requirements. (2) X-ray existing slab prior to coring floor. 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. PERSON SEALING DOCUMEM 5: John d Guth Uc fW27 I U a O8 � W �a N i cr) W W J 0 a o OitO Z W p N N LLI JZCO ZCO L L WW L } CD Z 5Z cp Y a _J ZZ LU 0ccCO Q °) c UJ } a 0 vi N O ci?ZN NZ a U o Z Q Z N W _O = a$U)0. ® PERSON SEALING DOCUMEM 5: John d Guth Uc fW27 I U a O8 � W �a N cr) W W J 0 W Z rn OitO Z W p N N LLI JZCO ZCO L L ®z L } CD Z 5Z cp a _J V r �p ~ CI)N_ o UJ } Z N W N O IL NZ a U PERSON SEALING DOCUMEM 5: John d Guth Uc fW27 I W 0 W �a F- J � Q a0o ��WOLL J 0 LUZo � OitO W 60Z JZCO ZCO _ �0 it 0 F -g IX 0 PERSON SEALING DOCUMEM 5: John d Guth Uc fW27 I Z O IL W U a� W 0 �w v f- _�o `- z ir g PROJ NO: 1467.S05 SCALE: 1/4"= V-0" DATE: 11-03-08 DESIGNED BY: WW DRAWN BY: WW CHECKED BY: JG SHEET TITLE: COMMUNICATION PLAN, DETAILS & SPECIFICATIONS SHEET NO. E-102 SHEET OF rN C C H N N 0 z us 12 A W W 0 1 ;TANDARD WEIGHT STEEL PIPE ;LEEVE TO PASS PIPE ERMINATE SLEEVE FLUSH WITH 'INISHED WALL SURFACES ;EAL OR CAULK SLEEVES THRU IRE WALLS IN A SMOKE TIGHT 4ANNER. REFER TO SPECIFICATIONS /2" CLEAR MAXIMUM 'INISHED ESCUTCHEON PLATE 'LUSH AGAINST WALL AND OF SIZE TO COMPLETELY COVER )PENING (TYP. FOR EACH SIDE) FINISHED WALL SURFACE CONCEALED PIPING PIPING EXPOSED TO VIEW E SLEEVES ANS ESCUTCHEONS 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 AND PATCHING 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 NOT TO SCALE TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES SEAL OR CAULK SLEEVE THRU FIRE WALLS IN A SMOKE TIGHT MANNER ri i •'iii •'•'•'•'•`•'•j•'� i i •`•`i i r i•� •I 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 FINISHED ESCUTCHEON PLATE FLUSH AGAINST FINISHED WALL SURFACE WALL AND OF SIZE TO COMPLETELY COVER OPENING CONCEALED PIPING —30 ONE PIPING EXPOSED TO VIEW SEALING AND ANCHORING COLLAR SEAL WATERTIGHT WITH MASTIC OR ASPHALT CENTER PIPE IN SLEEVE STANDARD WEIGHT STEEL PIPE SLEEVE INSTALLED DURING WALL CONSTRUCTION CONTINUOUS WELD EXTERIOR WALLS FINISHED WALL SURFACE SEAL SLEEVE WITH TIGHTLY PACKED OAKUM & POURED LEAD COAT EXTERIOR SURFACES WITH TAR COMPOUND NOTES: 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 CORE DMLL HOLE IN SLAB - MINIMUM 2" DIAMETER LARGER THAN FLANGE DIAMETER NOTE: VERIFY REINFORCING LOCATION PRIOR TO CORING FLOOR 2 3 DIMENSION SHALL EQUAL TWICE THE DIAMETER OF THE INDIRECT WASTE UNE INDIRECT WASTE NEW NON -SHRINK. NON-METALLICPIPE AROUND SINK BODY FLOOD LEVEL RIM OR FLOOR SINK EXISTING STRUCTURAL SLAB: VERIFY LOCATION MINIMUM 1" OF REINFORCING DOME STRAINER CORE DRILL HOLE SLAB MINIMUM 1' DIAMETER LARGER FLOOR SINK WITH R ANCE THAN SINK BODY WASTE PIPE -AREA OF PIPE SHALL - BE EQUAL TO OR GREATER THAN THE TOTAL AREA OF THE INDIRECT WASTE LINES DISCHARGING INTO THE FLOOR SINK IF THIS DRAWING FLOOR SINK DETAIL NOT TO SCALE 3 i] 4 THREAT CLEVIS GALV4 METAL INSULA 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 4" TO 6" 8" 16 USSG 8" & LARGER 12" 16 USSG 5 ERT 1BLE :KNUTS WITHOUT INCOMPRESSIBLE INSULATING BLOCK AT HANGER PIPE DIAMETER SHIELD LENGTH SHIELD THICKNESS UP TO 3" 12" 18 USSG 4" 15" 16 USSG 5" 18" 16 USSG 6" 21 to 16 USSG 8"& LARGER 24" 14 USSG TYPICAL INSULATED PIPE SUPPORT NOT TO SCALE 5 C Ll AI COD a � NIt co9U W w C� z w 0 N N Q w 043 � o) i 1- T III >W—a"'1 W W Z U Q Z >> M Y Z� C9 cl) Y N f� � w 0 CV Z aoo N Nz ad c�0 O C6 w 2 co Z N cli 0 W 0 D 0 ® ¢LnOia v Zcr) wa PLUMBING DETAILS SHEET NO. P-201 SHEET OF a � NIt co9U W w C� z w 0 N N Q w � o) i 1- T H Z J Z M Q Z >> M Y a. O O F— CO O f� � u j ' 3 CV Z '• N Nz N a 0 O W 1. -lx PLUMBING DETAILS SHEET NO. P-201 SHEET OF H 0 Q � J Q Z a. O w W UZ0 U ;WLL O W 1. -lx �Zw LL 00w0 W LL Q J Z c/) Zcr) �0 �0 F- 0 SMMro DOD M M John d Guth U&PN27 O g a w U a U) w 0 CD w � H Q �o Z O Y o: Q! 2 PROJ NO: SCALE: None DATE: 11-03-08 DESIGNED BY: WW DRAWN BY: WW CHECKED BY: JG E� SHEET TITLE: PLUMBING DETAILS SHEET NO. P-201 SHEET OF 2 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. COORDINATION 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. SUBMITTALS A. GENERAL 1) CATALOG CUTS SHALL BE REFERENCED TO THE SPECIFICATIONS 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. C 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. B 3) SLEEVES AND ESCUTCHEONS. 4) VALVES. 5) SYSTEM IDENTIFICATION BANDS. 6) INSULATION. 7) FIXTURES AND TRIM. 2 7. RECORD DRAWINGS 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 24,000 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: COPPER TUBE MAX 4. MATERIALS. DELIVERY, STORAGE AND HANDLING 1/2- TO 1-1/4" THE FOLLOWING SPECIFICATIONS AND A. DELIVER MATERIALS IN MANUFACTURER'S ORIGINAL UNOPENED 1-1/2" TO 2" 1) PIPE: FOR 2" AND SMALLER - CLASS 150, BRONZE BODY, FULL PROTECTIVE PACKAGING. CAST IRON VALVES , THREE PIECE DESIGN THREADED OR SOLDERED ENDS. B. ALL z B. STORE MATERIALS IN ORIGINAL PACKAGING IN A MANNER TO PREVENT MECHANICAL JOINTS WITH STAINLESS STEEL NEOPRENE SLEEVE 11. JOINTS SOILING, PHYSICAL DAMAGE, WETTING OR CORROSION PRIOR TO A. THREADED JOINTS cl) . INSTALLATION. C4 OF WICKING. C. HANDLE IN A MANNER TO PREVENT DAMAGE TO FINISHED SURFACES. > Q SHALL BE APPLIED TO MALE THREADS ONLY. WHERE POSSIBLE, MAINTAIN PROTECTIVE COVERINGS UNTIL z SOLDER JOINTS C7 Z INSTALLATION IS COMPLETE AND REMOVE SUCH COVERS AS PART OF 1) 95-5 TIN ANTIMONY SOLDER HAVING A MELTING POINT GREATER THAN c rn 450'F. EXCESS SOLDER SHALL BE REMOVED WHILE STILL IN FINAL CLEAN-UP. Q STATE WITH A FILLET LEFT AT THE FACE OF THE FITTING. INTERNAL z PARTS OF VALVES SHALL BE REMOVED BEFORE SOLDERING. 0 z D. TOUCH-UP ANY DAMAGE TO FINISHES TO MATCH ADJACENT SURFACES 3 XN ® TO SATISFACTION OF ENGINEER. o wFr cq 5. INSPECTION 0 v A. ALL MATERIALS AND EQUIPMENT DELIVERED TO THE SITE WILL BE INSPECTED. MATERIAL AND EQUIPMENT THAT IS DEFECTIVE OR FAILS Li TO CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS SHALL BE REMOVED IMMEDIATELY FROM THE CONSTRUCTION SITE AND REPLACED A WITH NEW MATERIAL AND EQUIPMENT SATISFACTORY TO THE ENGINEER. 6. CUTTING AND PATCHING (a 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, 0 ARRANGE FOR PATCHING TO BE PERFORMED BY THE VARIOUS TRADES INVOLVED AND IN ACCORDANCE WITH APPLICABLE SPECIFICATIONS HEREIN SO AS TO MATCH ADJACENT SURFACES. o w 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. Ixw � 1 2 7. RECORD DRAWINGS 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 24,000 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: COPPER TUBE MAX FOR SOIL, WASTE AND VENT BRANCH HANGER SPACING 1/2- TO 1-1/4" THE FOLLOWING SPECIFICATIONS AND WITH THE 1) DOMESTIC WATER 1-1/2" TO 2" 1) PIPE: FOR 2" AND SMALLER - CLASS 150, BRONZE BODY, FULL PORT BALL CAST IRON VALVES , THREE PIECE DESIGN THREADED OR SOLDERED ENDS. B. ALL z C. BALL VALVE - NIBCO - 600 CWP BRONZE. I!• 6 FT. 0. C. 8 FT. O.C. 5 FT. 0. C. AND BEHIND EVERY HUB 3/8" 3/8" 3/8" IS LESS THAN 3 10. VALVES FOR SOIL, WASTE AND VENT BRANCH A. GATE VALVES AS MANUFACTURED BY WALWORTH. THE FOLLOWING SPECIFICATIONS AND WITH THE 1) DOMESTIC WATER PIPE INSTITUTE: 1) PIPE: FOR 2" AND SMALLER - CLASS 150, BRONZE BODY, FULL PORT BALL TYPE, WITH SIZE, WEIGHT PER FOOT VALVES , THREE PIECE DESIGN THREADED OR SOLDERED ENDS. B. CHECK VALVE - NIBCO - HOZT. SWING 200 UCWP, BRONZE. z C. BALL VALVE - NIBCO - 600 CWP BRONZE. MECHANICAL JOINTS WITH STAINLESS STEEL NEOPRENE SLEEVE 11. JOINTS NO -HUB TYPE, MANUFACTURED A. THREADED JOINTS cl) . K. WHEN INSTALLING NEW "Y" CONNECTIONS 1) SCREWED JOINTS SHALL BE MADE TIGHT WITHOUT THE USE OF WICKING. MUST BE USED WITH A "NO -HUB - TEFLON TAPE AND/OR COMPOUND SUITABLE FOR THE TYPE OF SERVICE Q SHALL BE APPLIED TO MALE THREADS ONLY. cm `r B. SOLDER JOINTS C7 Z Z 1) 95-5 TIN ANTIMONY SOLDER HAVING A MELTING POINT GREATER THAN c rn 450'F. EXCESS SOLDER SHALL BE REMOVED WHILE STILL IN A MOLTEN Q STATE WITH A FILLET LEFT AT THE FACE OF THE FITTING. INTERNAL z PARTS OF VALVES SHALL BE REMOVED BEFORE SOLDERING. 0 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 CUTTING 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 WATER 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: U a 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) PIPE: 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. z 2) JOINTS: N N MECHANICAL JOINTS WITH STAINLESS STEEL NEOPRENE SLEEVE FOR USE WITH CAST IRON SOIL PIPE (C.I.): CAST IRON, NO -HUB TYPE, MANUFACTURED BY A MEMBER OF THE CAST IRON SOIL PIPE INSTITUTE. cl) . 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. CO 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. 3 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. 4 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—B 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. 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 INCH, PER SQUARE FOOT PER DEGREES F. PER HOUR AT A MEAN TEMPERATURE OF 75 DEGREES F. INSULATION THICKNESS SHALL CONFORM TO THE FOLLOWING TABLE: INSULATION PIPING SYSTEM PIPE SIZE THICKNESS DOMESTIC COLD ALL 1/2" WATER DOMESTIC HOT 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 BE PERMITTED EXCEPT WHERE LEAD AND 1 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 C 1:1 COO U a p N go: ICID � u-% cp a co z w W p N N W Qz Cc Q LL LU cl) . V Y ;E>; zz CO Q llpp cm `r U C7 Z Z co N c rn w O ' = Q e ., z N 0 z o O Z XN ® QtocoCL wFr w U w O � Q J QZ W 0 0 a Of UZO FLL- W Z 00� DO m LL. JZ Q Q _Z 07 �O w0 F- O PERSON SEM,MIG WCUMENM John J. Guth Ur -I&9271 U a p N go: � w cp w z z w W p N N Qz Cc Q LL cl) . ;E>; (o Z:E,..� '' o Z "' Yco cm `r c'N t- 0 � VU w O ' � CV Z e ., N W N 0 Nz a U w U w O � Q J QZ W 0 0 a Of UZO FLL- W Z 00� DO m LL. JZ Q Q _Z 07 �O w0 F- O PERSON SEM,MIG WCUMENM John J. Guth Ur -I&9271 I SHEET TITLE: I PLUMBING SPECIFICATIONS SHEET NO. P-401 SHEET OF z O I- �a wFr v CL w 0 o w 4a 66 z O w � g I SHEET TITLE: I PLUMBING SPECIFICATIONS SHEET NO. P-401 SHEET OF I 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, NFPA 101, 2004 EDITION, LIFE SAFETY CODE, NFPA 101 , 2003 EDITION, AUTOMATIC SPRINKLER SYSTEMS, NFPA 12, 2002 EDITION, NATIONAL FIRE ALARM CODE, NFPA 72, 2002 EDI11ON 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. D 1 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. 113. PROVIDE ALL TEMPORARY LIGHTING, POWER, WATER, WATERPROOFING, ETC.. AS REQUIRED AND NECESSARY C 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 IN 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 24. THE SPRINKLER CONTRACTOR SHALL MAKE AN ALLOWANCE TO A MINIMUM OF 20X ADD111ONAL SPRINKLER B HEADS TO BE INSTALLED AS TO PROVIDE ADEQUATE COVERAGE DUE TO ANY OBSTRUCTIONS, DUCTWORK, PIPING, ETC. INSTALLED DURING CONSTRUC11ON WHICH MAY ALTER THE ORIGINAL SPRINKLER DESIGN. M. 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 ONLY) 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. CONSTRUC11ON 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. 2 3 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 = 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. SPRINKLER DEMOLITION NOTES: 1. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT. 2. PROVIDE ONE YEAR GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL. 3. NO REMOVED EXISTING PIPING, FITTINGS, VALVES, SPRINKLER HEADS ETC. SHALL BE REUSED UNLESS OTHERWISE APPROVED BY THE ENGINEER. 4. REMOVAL OF EXISTING PIPING OR EQUIPMENT SHALL BE COORDINATED WITH REMOVAL AND RELOCATION OF EXISTING CEILINGS AND PARTITIONS. 5. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL FROM THE PREMISES OF ALL DEBRIS RESULTING FROM REMOVAL OF SPRINKLER WORK. 6. THIS CONTRACTOR SHALL PATCH AND FIRE PROOF ALL OPENINGS IN FLOORS OR WALLS AFTER REMOVAL AS REQUIRED. 7. THIS CONTRACTOR SHALL VERIFY IN THE FIELD THE EXACT LOCATION OF ALL EXISTING SPRINKLER PIPING AND SPRINKLER HEADS. 8. ALL CHOPPING OF FLOORS OR WALLS TO BE DONE ON AN OVERTIME BASIS. 9. THE EXISTING SPRINKLER SYSTEM INTENDED TO REMAIN SHALL BE LEFT IN PERFECT WORKING ORDER UPON COMPLETION OF ALL WORK. NO ABANDONED PIPING SHALL REMAIN. 10. THE CONTRACTOR SHALL NOT INTERRUPT ANY OF THE SERVICES OF THE EXISTING BUILDING NOR INTERFERE WITH THE SERVICES IN ANY WAY WITHOUT THE EXPRESSED PERMISSION, IN WRITING, OF THE BUILDING MANAGER. SUCH INTERRUPTIONS AND INTERFERENCES SHALL BE MADE AS BRIEF AS POSSIBLE AND ONLY AT THE TIME STATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR SHALL PROVIDE FIRE WATCH FOR ALL TIME OF SPRINKLER PROTECTION INTERRUPTION IN ALL PREMISES WHERE WORK ON SPRINKLER SYSTEM WILL BE CONDUCTED. 12. COORDINATE WORK IN CEILING BELOW WITH THE TENANT. RESTORE DAMAGED SURFACES AND WORK TO EXISTING ORIGINAL CONDITION. 13. THE EXISTING SYSTEMS TO REMAIN SHALL BE HYDRAULICALLY CALCULATED AND PIPING RESIZED TO ASSURE MINIMUM WORKING PRESSURE TO EXISTING SYSTEM. ALL WORK SHALL COMPLY WITH THE FLORIDA FIRE PREVENTION CODE, NFPA 101, 2004 EDITION, LIFE SAFETY CODE, NFPA 101 , 2003 EDITION, AUTOMATIC SPRINKLER SYSTEMS, NFPA 12, 2002 EDITION, NATIONAL FIRE ALARM CODE, NFPA 72, 2002 EDITION AND ALL AUTHORITIES HAVING JURISDICTIONS. 2 14. THE EXISTING SYSTEMS SHALL BE LEFT IN PERFECT WORKING ORDER UPON COMPLETION OF ALL NEW WORK. 15. LOCATIONS AND SIZES OF EXISTING PIPING ARE APPROXIMATE. EXACT SIZES AND LOCATIONS OF ALL EXISTING PIPING SHALL BE VERIFIED ON THE SITE. IS LESS 3 SIZE 4 SYMBOL LIST ON NEW CONCEALED TYPE SPRINKLER HEAD 1" N RELOCATE EXISTING SPRINKLER HEAD TO NEW LOCATION �E EXISTING CONCEALED TYPE SPRINKLER HEAD TO REMAIN E'E EXISTING PENDENT TYPE SPRINKLER HEAD TO REMAIN W W REMOVE EXISTING SPRINKLER HEAD 0 EXISTING SPRINKLER PIPING TO REMAIN Z z NEW SPRINKLER PIPING -� EXISTING SPRINKLER PIPING TO BE REMOVE 00 CONNECT NEW PIPING TO EXISTING SPRK SPRINKLER ABP AUTOMATIC BALL DRIP GOAA GREATER ORLANDO AVIATION AUTHORITY 4 9 DRAWING LIST SP -001 SPRINKLER SYMBOLS, NOTES AND DRAWING UST SP -101 SPRINKLER FLOOR PLAN SP -201 SPRINKLER DETAILS SP -301 SPRINKLER SPECIFICATIONS 5 C C A U PM M WA M DW AeM John J. Guth 1k.#W271 O �P g a w U (L cl) Lu 0 o w v F- Q �o •- z 0 � Y �u a: g SHEET TITLE: SPRINKLER SYMBOL LIST,NOTES AND DRAWING LIST SHEET NO. SP -001 SHEET OF U a o 0 W 0- to pa: M W W QZ W 0 Z z W p N N U)WLL W ~ 00 LL: fn F- t >- cc .•� Ww V) F-- J z p co cc c Y W ?� N 04 Z 0 z w as z 0 F- ;t IX co p co C! (~j z Z c N co co co) = W o N U QLovOia O ® PM M WA M DW AeM John J. Guth 1k.#W271 O �P g a w U (L cl) Lu 0 o w v F- Q �o •- z 0 � Y �u a: g SHEET TITLE: SPRINKLER SYMBOL LIST,NOTES AND DRAWING LIST SHEET NO. SP -001 SHEET OF U a o 0 W 0- to pa: M W W QZ W 0 Z z W p N N U)WLL W ~ 00 LL: fn 6 z t >- cc z ; V) F-- J z p co cc c U W ?� N 04 Z 0 w Nz 04 U a PM M WA M DW AeM John J. Guth 1k.#W271 O �P g a w U (L cl) Lu 0 o w v F- Q �o •- z 0 � Y �u a: g SHEET TITLE: SPRINKLER SYMBOL LIST,NOTES AND DRAWING LIST SHEET NO. SP -001 SHEET OF H 0 W 0- � Q H.. J W QZ W 0 UZ0 U U)WLL W ~ O � W moQ J Z � � v PM M WA M DW AeM John J. Guth 1k.#W271 O �P g a w U (L cl) Lu 0 o w v F- Q �o •- z 0 � Y �u a: g SHEET TITLE: SPRINKLER SYMBOL LIST,NOTES AND DRAWING LIST SHEET NO. SP -001 SHEET OF 1" ELBOW 1" DIA. NIPPL MIN. 4" LENG' D EXIST. BRANCI 1 I"GVUGV 1 ormi r%LCR ntAU &S EE S DWG• FCOR CATION TYPE) HANGER REQUIRED FOR ARMOVERS OVER 24" SPRINKLER HEAD CONNECTION FOR SUSPENDED CEILING NOT TO SCALE C EXISTING WF STEEL MEMBER "C" CLAMP STEEL RESTRAINING STRAP ROD (SIZE AS REQUIRED) SPRINKLER PIPE CLEVIS HANGER TYPICAL HANGER DETAILS NOT TO SCALE NOTES: B 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' IW 1 LVIAlmlikv 2 1/2' X 1" RED. ELBOI 1/2- DIA. MAX. 4" L EXIST. BRA WITH 1/2 - OUTLET /2"OUTLET 3 JI 1\Ila\LL.1I IL nY (SEE SPECIFICATION & DWG. FOR TYPE) SPRINKLER HEAD CONNECTION FOR SUSPENDED CEILING NOT TO SCALE / A r%i r-^ .dV.7r LLNLIJ CEILING 1 n ISL RGLju"mv LLoVn w .­...a.a... ..�r.v ARM -OVER DETAIL NOT TO SCALE -4-- EXISTING ELBOW --NEW 1"0 PIPE NIPPLE EXISTING BRANCH MAIN EXISTING SPRINKLER SUSPENDED CEILING HEAD TO BE BE REMOVED NEW SPRINKLER HEAD RELIABLE MDL G4 -FR SPRINKLER ARM OVER DETAIL NOT TO SCALE TERMINATE SLEEVE FLUSH WITH FlNISHED WALL SURFACES STANDARD WEIGHT STEEL PIPE SLEEVE OF SIZE TO PASS PIPE ANNULAR SPACE BETWEEN PIPE AND SLEEVE TO BE PACKED WITH MINERAL WOOL AND SEALED. FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL AND OF SIZE TO COMPLETEL COVER OPENING (TYPICAL 1/2" CLEAR MAXIMUM FOR FINISHED WALL SURFACE. CONCEALED PIPING PIPING EXPOSED TO VIEW SCHEMATIC OF PIPING PENETRATION THRU FIRE RATED WALL NTS 2 3 IF THIS DRAWING IS LESS THAN 22"X 34" IT IS A REDUCED SIZE DRAWING 4 1"0 SYSTEM DROP NIPPLE 1" x 1/2* COUPLING 5 5 11 A 1 A I C13 a coo I Of Lu U Y 04� z z Q o 0 3:co � c00 Z Z Mo 0 N ago 2 Q Z N 0 0 = 0 Q co a u_ U a 0) 0 N w W cr) W� Z_N 2 iz w N w W � cn t} z; z c) Q �y Y 000 CD w O (n Z > 04 N w N O N Z a H O =a �a a0Q 0 W W 000 0O w m 0 Q Q 60 Z_ (1) 20 w Ill zO SEALING DOCUMDr Sa Jona d Guth U&#W27 z �0 Ixa av w 0 OD w i�r- Z 0 � Y W Q oc g PROJ NO: SCALE: None DATE: 11-03-08 DESIGNED BY: RS DRAWN BY: RS CHECKED BY: JG SHEET TITLE: SPRINKLER DETAILS SHEET NO. SP -201 SHEET OF r❑ C A A 1 PART I - GENERAL 1.01 REQUIREMENTS A• THE CONTRACTOR SHALL HAVE EXPERIENCE ON AT LEAST (2) PROJECTS INVOLVING QUANTITIES AND COMPLEXITIES AT LEAST EQUAL TO THOSE REQUIRED UNDER THIS PROJECT. B. 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, NFPA 101, 2004 EDITION, LIFE SAFETY CODE, NFPA 101 , 2003 EDITION, AUTOMATIC SPRINKLER SYSTEMS, NFPA 12, 2002 EDITION, NATIONAL FIRE ALARM CODE, NFPA 72, 2002 EDITION AND ALL AUTHORITIES HAVING JURISDICTIONS. C. FIRE PROTECTION ENGINEERING DOCUMENTS SHALL COMPLY WITH FLORIDA STATUTES F.S. 471.008, AND F.S. 471.003(2). DESIGN DOCUMENTS FOR FIRE PROTECTION SYSTEMS SHALL BE CREATED PROR TO BIDDING AND SHALL BE SUBMITTED FOR PERMITTING PUPOSES AT THE SAME TIME AS ALL OTHER DISCIPLINES, IN ACCORDANCE WITH F.S. 633.551(2). DESIGNS SHALL COMPLY WITH THE DIVISION OF STATE FIRE MARSHAL UNIFORM FIRE SAFETY RULES AND STANDARDS CHAPTER 4A-46, THE SOUTH FLORIDA BUILDING CODE, THE FLORIDA FIRE PREVENTION CODE, MOST CURRENT EDITION ADOPTED BY LAW AND THE TENANT DESIGN HANDBOOK FOR THE ORLANDO SANFORD INTERNATIONAL AIRPORT DESIGN CRITERIA. D. BEFORE SUBMITTING HIS BID, THE SPRINKLER CONTRACTOR SHALL VISIT THE SITE AND SHALL FULLY FAMILIARIZE HIMSELF WITH THE STRUCTURAL LAYOUT OF THE EXISTING BEAMS IN RELATIONSHIP TO THE NEW HVAC DUCT LAYOUT AND NEW LIGHTING FIXTURES AND HUNG CEILING HEIGHTS AND BECOME FAMILIAR WITH THE DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THIS WORK. CONTRACTOR SHALL PERFORM THIS PRIOR TO SUBMITTING HIS PROPOSAL. SUBMISSION OF A PROPOSAL 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. E. UPON REVIEW OF SPRINKLER DRAWINGS PRIOR TO SUBMITTING HIS PROPOSAL, THE SPRINKLER CONTRACTOR SHALL INFORM ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCIES OR REQUEST ARIFICATION IN WRITING, IF NECESSARY, CONCERNING THE INTENT OF THE PLANS AND SPECIFICATIONS TO PROVIDE A COMPLETE SPRINKLER INSTALLATION. LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS SHOULD SUCH PROCEDURE NOT BE FOLLOWED. F. THE SCHEDULING OF THE SPRINKLER WORK SHALL BE COORDINATED WITH THE SANFORD AIRPORT AUTHORITY, WITH THEIR CONTRACTORS AND WITH THE CLIENT. G. NECESSARY SHUT -DOWNS OF BASE BUILDING SPRINKLER SYSTEM MUST BE COORDINATED WITH THE AIRPORT ENGINEERING AND THE ORLANDO SANFORD INTERNATIONAL AIRPORT FIRE DEPARTMENT AVIATION UNIT, FSST SECTION. REQUESTS FOR SHUT -DOWNS SHALL BE SUBMITTED NOT LESS THAN FIVE WORKING DAYS PRIOR TO SHUT -DOWN DATE, AND SHALL STATE EXPECTED LENGTHS OF SHUTDOWNS. H. TENANTS CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL SPRINKLERS ARE CAPPED AND SEALED THE END OF EACH NIGHT. THE SYSTEM WILL BE ACTIVATED EACH NIGHT AND THROUGHOUT THE WEEKENDS. ANY DAMAGES TO PROPERTY AND/OR PERSONS WILL BE THE RESPONSIBILITY OF THE TENANT'S CONTRACTOR. ANY SPRINKLER WORK BEING CONDUCTED BETWEEN 2230 AND 0500 MUST BE SCHEDULED WITH THE SANFORD AIRPORT AUTHORITY. CONTACT THE COORDINATION SITE OFFICE FOR FURTHER PROCEDURES AND SCHEDULED DRAIN -DOWN DATES AND TIMES. 1.02 WORK INCLUDED A. WORK SHALL INCLUDE ALL SPRINKLER WORK FURNISHED AND INSTALLED FOR THE CLIENT. 1. ALL WORK SHALL COMPLY WITH THE DIVISION OF STATE FIRE MARSHAL UNIFORM FIRE SAFTERY RULES AND STANDARDS CHAPTER 4A-46, THE SOUTH FLORIDA BUILDING CODE, AND THE FLORIDA FIRE PREVENTION CODE AND SANFORD INTERNATIONAL AIRPORT TENANT HANDBOOK . 2. WORK SHALL ALSO INCLUDE THE REMOVAL OF EXISTING SPRINKLER PIPING, HEADS, AND SUPPORTS AS NOTED. B. SPRINKLER HEAD LAYOUT SHALL BE BASED ON THE LOCATIONS INDICATED ON THE PLANS, AND SHALL BE INSTALLED WITH NO TOLERANCE FROM THE CENTER OR CEILING TILE. THE SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH EXISTING CONDITIONS AND WITH WORK OF ALL OTHER CONTRACTORS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS IN WRITING BETWEEN THE OTHER TRADES BEFORE INSTALLATION OF THE SPRINKLER SYSTEM. C. SPRINKLER SYSTEM SHALL BE: 1. A HYDRAULICALLY DESIGNED SYSTEM IN ACCORDANCE WITH THE STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION. 2. DESIGN SYSTEM TO CONFORM WITH BUILDING STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS, EITHER EXISTING OR PROPOSED. D. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION OF WORK. SCALED DIMENSIONS SHALL NOT BE USED. ANY DIMENSIONS NOT SHOWN SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. FOR EXACT LOCATIONS, MOUNTING HEIGHTS, ETC., REFER TO ARCHITECTURAL DRAWINGS AND DETAILS. ALL DIMENSIONS, ETC., SHALL BE VERIFIED BY FIELD CHECK. 1 2 1.03 SHOP DRAWINGS AND DATA A. THE CONTRACTOR SHALL SUBMIT, FOR APPROVAL, FULLY COORDINATED SHOP DRAWINGS, CAPACITY DATA, HYDRAULIC CALCULATIONS AND CATALOG CUTS OF THE FOLLOWING: 1. PIPE AND FITTINGS 2. SPRINKLER HEADS 3. HANGERS AND SUPPORTS 4. SPRINKLER AND PIPING LAYOUT 5. HYDRAULIC CALCULATIONS 1.04 A. THE SPRINKLER CONTRACTOR SHALL FILE ALL REQUIRED DRAWINGS AND SPECIFICATIONS WITH THE LOCAL BUILDING DEPARTMENT AND THE SANFORD INTERNATIONAL AIRPORT AUTHORITY BE RESPONSIBLE FOR OBTAINING FINAL APPROVAL. 1.05 INSPECTION AND TESTING A. THE SPRINKLER SYSTEM SHALL BE INSPECTED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13 AND NFPA 24 AND SHALL INCLUDE THE USE OF NFPA FORMS 85A AND 85B. B. THE SPRINKLER SYSTEM SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST FOR A PERIOD OF TWO HOURS AT A PRESSURE OF AT LEAST 200 PSIG OR 50 PSI IN EXCESS OF THE MAXIMUM PRESSURE TO BE MAINTAINED WHEN THE MAXIMUM PRESSURE IN THE SYSTEM IS IN EXCESS OF 150 PSI AS PER NFPA. C. BEFORE SPRINKLER SYSTEM IS CONCEALED, THE BUILDING DEPARTMENT SHALL BE NOTIFIED THAT THE SYSTEM IS READY FOR INSPECTION AND TESTING. TESTS SHALL BE CONDUCTED IN THE PRESENCE OF INSPECTORS HAVING JURISDICTION AND THE ENGINEER OF RECORD. 1.06 FLUSHING A. ALL FIRE PROTECTION PIPING SHALL BE FLUSHED OUT IN ACCORDANCE WITH REQUIREMENT OF THE NATIONAL FIRE PROTECTION ASSOCIATION PAMPHLET NO. 13 AND 14, LATEST EDITION. f JT:i me A. THE SPRINKLER SYSTEM SHALL BE COMPLETE WITH ALL PIPE, FITTINGS, VALVES, DRAINAGE SYSTEM AND VALVES, SPRINKLER HEADS, HANGERS AND SUPPORTS, ALSO MISCELLANEOUS WORK ITEMS, SUCH AS, SIGNS AS REQUIRED, VALVE TAGS, ETC., AND ALL OTHER RELATED EQUIPMENT, APPARATUS, AND MATERIAL ITEMS NECESSARY FOR COMPLETE, SATISFACTORY OPERATING AND APPROVED TYPE SYSTEM. B. ALL PIPE FITTINGS, HANGERS, SUPPORTS, SPRINKLER HEADS, ETC., SHALL CONFORM TO THE BOCA BUILDING CODE AND NATIONAL FIRE PROTECTION ASSOCIATION'S REQUIREMENTS AS TO TYPES OF MATERIALS, ARRANGEMENT, SIZES, AND INSTALLATION EXCEPT THAT NO FACE OR FLUSH BUSHING SHALL BE USED. REDUCING FITTINGS SHALL BE PROVIDED IN LIEU OF BUSHINGS. 2.02 SPRINKLER PIPING A. ALL SPRINKLER PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE PAINTED ASTM -53 RED WITH 150 LB BLACK MALLEABLE IRON SCREWED FITTINGS OR GROOVED PIOPE COUPLINGS TESTED AND APPROVED BY FACTORY MUTUAL. USE GALVANIZED STEEL PIPE WHERE EXPOSED TO WEATHER. 2.03 SPRINKLER HEADS A. CONCEALED SPRINKLER HEADS - RELIABLE MODEL 'G4FR', NYC BS&A No. 587 -75 -SA, FM APPROVED AND UL LISTED, ADJUSTABLE TYPE. HEADS SHALL BE 1/2- STANDARD ORIFICE WITH 1/2- NPT THREAD,165 DEG. TEMPERATURE RATING. 2.04 A. WHERE INDICATED ON THE DRAWINGS, FURNISH AND INSTALL VALVE TAMPER SWITCHES FOR SUPERVISION OF O.S.& Y. SHUT OFF VALVES. TAMPER SWITCHES SHALL BE ADT, ITT GRINNELL CORP., AUTO -CALL OR APPROVED OTHER. 2.05 WATER FLOW DETECTOR A. WHERE INDICATED ON THE DRAWINGS FURNISH AND INSTALL WATER FLOW ALARMS. WATER FLOW ALARMS SHALL BE PADDLE TYPE NON -CODED, RATED AT 120 VOLTS AD, 10 AMPS NORMALLY OPEN SWITCH, ACME TYPE 430 OR APPROVED OTHER. 2.06 CUTTING AND PATCHING A. DO ALL CUTTING NECESSARY FOR THE INSTALLATION OF SPRINKLER WORK. ACCURATELY LAYOUT WORK FOR WHICH CUTTING IS REQUIRED, SO AS TO AVOID UNNECESSARY LARGE OPENINGS. CUTTING OF BEAMS, JOISTS, FLOORS OR WALLS OF THE BUILDING WILL NOT BE PERMITTED EXCEPT AFTER RECEIVING APPROVAL OF THE BUILDING MANAGER. B. ROUGH PATCHING WILL BE DONE BY THIS CONTRACTOR IN A MANNER TO ACCOMMODATE FINISHED PATCHING WORK. FINISHED PATCHING WILL BE DONE "UNDER ANOTHER SECTION OF THE SPECIFICATIONS". E 3 2.07 INSERTS. HANGERS. ETC, A. ALL SPRINKLER PIPING SHALL BE SUBSTANTIALLY SUPPORTED AND SHALL COMPLY WITH THE STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION FOR THE INSTALLATION OF SPRINKLER SYSTEMS AND AS REQUIRED BY THE STATE AND LOCAL CODE AND FACTORY MUTUAL. B. HANGERS AND THEIR COMPONENTS SHALL BE FERROUS. HANGERS SHALL BE ADJUSTABLE, FLAT IRON TYPE OR CLEVIS TYPE. C. SPRINKLER PIPING OR HANGERS SHALL NOT BE USED TO SUPPORT NON -SYSTEM COMPONENTS. D. SPRINKLER PIPING SHALL BE SUBSTANTIALLY SUPPORTED FROM THE BUILDING STRUCTURE WHICH MUST SUPPORT THE ADDED LOAD OF THE WATER -FILLED PIPE PLUS A MINIMUM OF 250 LBS. APPLIED AT THE POINT OF HANGING. E. SPRINKLER PIPING SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING SHEATHING. F. WHEN SPRINKLER PIPING IS INSTALLED BELOW DUCTWORK, PIPING SHALL BE SUBSTANTIALLY SUPPORTED FROM THE BUILDING STRUCTURE, NOT FROM THE DUCTWORK. G. MAXIMUM DISTANCE BETWEEN HANGERS SHALL NOT EXCEED 12 FT. FOR 1 AND 1-1/4 IN. SIZES OR 15 FT. FOR SIZES 1-1/2 IN. AND LARGER. H. EXPANSION SHIELDS FOR SUPPORTING PIPES UNDER CONCRETE CONSTRUCTION MAY BE USED IN A HORIZONTAL POSITION IN THE SIDES OF BEAMS. IN CONCRETE HAVING GRAVEL OR CRUSHED STONE AGGREGATE, EXPANSION SHIELDS MAY BE USED IN THE VERTICAL POSITION TO SUPPORT PIPES 4 IN. OR LESS IN DIAMETER. 2.08 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 GLASS AND A 1-1/4" SYSTEM DRAIN VALVE ALL IN ACCORDANCE WITH NFPA-13. 4 2.09 TEST AND DRAIN CONNECTIONS STAND A. PROVIDE TEST AND DRAIN ASSEMBLY DOWNSTREAM OF EACH WATERFLOW ALARM SWITCH, CONSISTING OF TEST AND DRAIN VALVES, SIGHT GLASS 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. ASHCROFT SERIES 1079, OR APPROVED OTHER, 4-1/2" DIA- METER, 0-200 P.S.I. RANGE, 20 P.S.I. INTERVALS. 2.11 ESCUTCHEONS A. PROVIDE ESCUTCHEONS ON ALL EXPOSED PIPING PASSING THROUGH 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 HE SHALL REPLACE OR REPAIR IN A MANNER APPROVED BY THE ARCHITECTS, WITHOUT COST TO THE 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. 3 THAN 22" X 34" IT IS A REDUCED SIZE 4 5 3.02 INSTALLATION A. ALL THREADS ON VALVES, FIRE DEPARTMENT CONNECTIONS, AND OTHER EQUIPMENT TO WHICH LOCAL FIRE DEPARTMENT COULD ATTACH HOSE SHALL BE PROVIDED WITH HOSE THREAD TO SUIT LOCAL FIRE DEPARTMENT. B. ALL EQUIPMENT AND MATERIALS SUITABLE AND RATED FOR SYSTEM WATER WORKING PRESSURE. C. COLOR FINISH OF VALVE HANDLES, FIRE DEPARTMENT CAPS AND PLUGS, ETC., AS REQUIRED BY LOCAL FIRE DEPARTMENT. B. SPRINKLER SYSTEM SHALL BE HYDRAULICALLY CALCULATED TO DETERMINE THE SPRINKLER SYSTEM DEMAND AND REQUIRED PRESSURE. E. THE DRAWINGS AND INFORMATION INCLUDED IN THIS SPECIFICATION ARE GIVEN AS A GUIDE ONLY, AND THEY THEREFORE DO NOT RELIEVE THIS CONTRACTOR FROM PROVIDING ALL WORK AND EQUIPMENT NECESSARY TO COMPLETE THE INSTALLATION ACCORDING TO THE REQUIREMENTS. THE NUMBER AND SPACING OF SPRINKLER HEADS, HYDRAULIC CALCULATIONS, METHOD OF DRAINING LINES, ALARM VALVES, AND ALL OTHER DETAILS AND WORK SHALL BE REQUIRED BY THE LOCAL BUILDING CODE, OWNERS UNDERWRITERS, N.F.P.A. AND ALL OTHER GOVERNING AUTHORITIES. F. THE SPRINKLER HEADS IN ALL AREAS ARE TO BE INSTALLED IN THE CENTER OF THE TILE OR CENTERED WITH LIGHTS, DIFFUSERS OR SIMILAR ELEMENTS AS INDICATED ON THE ARCHITECTURAL REFLECTED CEILING DRAWINGS. SPRINKLER HEADS MUST ALSO BE INSTALLED ON A TRUE AXIS LINE IN BOTH DIRECTIONS WITH A MAXIMUM DEVIATION FROM THE AXIS LINE OF %" PLUS OR MINUS. AT THE COMPLETION OF THE INSTALLATION, IF ANY HEADS ARE FOUND TO EXCEED THE ABOVE MENTIONED TOLERANCE, SAME SHALL BE REMOVED AND REINSTALLED BY THIS CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. G. NO PIPES, VALVES OR OTHER APPARATUS SHALL BE INSTALLED SO AS TO INTERFERE IN ANY WAY WITH THE FULL SWING OF THE DOORS. H. THE ARRANGEMENT, POSITIONS AND CONNECTIONS OF PIPES, DRAINS, VALVES, ETC., SHOWN ON THE DRAWINGS SHALL BE TAKEN AS A CLOSE APPROXIMATION AND WHILE THEY SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE, THE RIGHT IS RESERVED BY THE ARCHITECT AND/OR DESIGN ENGINEER TO CHANGE THE LOCATIONS, TO ACCOMMODATE ANY CONDITIONS WHICH MAY ARISE DURING THE PROGRESS OF THE WORK WITHOUT ADDITIONAL COMPENSATION TO THIS CONTRACTOR FOR SUCH CHANGES, PROVIDED THAT THE CHANGES ARE REQUESTED PRIOR TO THE INSTALLATION OF THIS CONTRACTOR'S WORK. THE RESPONSIBILITY FOR ACCURATELY LAYING OUT THE WORK RESTS WITH THIS CONTRACTOR. SHOULD IT BE FOUND OUT THAT ANY OF HIS WORK IS SO LAID OUT THAT INTERFERENCES WILL OCCUR, HE SHALL ALSO REPORT THAT TO THE ARCHITECT BEFORE INSTALLATION. I. WHERE SO SHOWN, OR REQUIRED, PIPING SHALL BE INSTALLED CONCEALED IN BUILDING CONSTRUCTION. J. ALL SCREWED PIPE THROUGHOUT THE JOB SHALL BE REAMED SMOOTH BEFORE BEING INSTALLED. PIPE SHALL NOT BE SPLIT, BENT, FLATTENED NOR OTHERWISE INJURED EITHER BEFORE OR DURING THE INSTALLATION. K. PROVIDE ALL SPRINKLER HEADS AND WORK IN STRICT CONFORMANCE WITH APPROVED SHOP DRAWINGS. THE ARCHITECT AND/OR DESIGN ENGINEER RESERVES THE RIGHT TO REJECT ANY AND ALL WORK NOT IN ACCORDANCE WITH THE APPROVED SHOP DRAWING. L. WHETHER OR NOT THE SYSTEM SHOWN ON THE CONTRACT DRAWINGS MEETS THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION ASSOCIATION, THESE SPECIFICATIONS REQUIRE THE FURNISHING AND INSTALLATION OF SPRINKLER SYSTEMS COMPLETE IN ALL DETAILS AND IN ACCORDANCE WITH THE STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION. M. PERFORM THE FOLLOWING IN AREAS WHERE PAINTING OCCURS OR WHEN SPRINKLER PIPING IS PAINTED. AS SOON AS SPRINKLER HEADS ARE IN PLACE AND THE CONTRACTOR SHALL COVER EACH HEAD WITH A SMALL BAG OF AN UNDERWRITER'S APPROVED TYPE, WHICH SHALL BE REMOVED ONLY AFTER ALL PAINTING IS COMPLETE. AFTER THE BAG IS REMOVED, ALL HEADS SHALL BE CLEANED AND POLISHED. N. WHERE PIPING IS REQUIRED TO BE HUNG FROM OTHER THAN STONE CONCRETE SLABS, SUCH AS PRE -CAST OR METAL DECKING, SUBMIT PROPOSED METHOD OF SUPPORT TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 0. PIPING MAY BE HUNG FROM STRUCTURAL STEEL BY MEANS OF BEAM ATTACHMENTS. ALL AUXILIARY STEEL REQUIRED FOR SUPPORT SHALL BE PROVIDED BY THIS TRADE. P. DO NOT HANG PIPING FROM DUCTWORK, EXCEPT A 1" DROP BRANCH TO A MAXIMUM OF TWO HEADS. P. THE CONTRACTOR MAY COORDINATE WITH OTHER CONTRACTORS TO USE COMMON MEANS OF SUPPORT. SUBMIT FOR APPROVAL ALL PERTINENT DESIGN DATA RELATING TO THE SUPPORT AS I WELL AS VERIFICATION OF THE RESPONSIBILITY FOR THE SUPPORT. 3.03 SCHEDULE A. AS DESCRIBED UNDER PRODUCTS. 5 C C 0 AI SER M SE"G DOMMI& John d Guth Lk -MM I PROJ NO: SCALE: None DATE: 11-03-08 DESIGNED BY: RS DRAWN BY: RS CHECKED BY: JG I SHEET TITLE: I SPRINKLER SPECIFICATIONS SHEET NO. SP -301 SHEET OF U D] O a i p � Q a0o } U � VZOJ a 0 w Lu W p a � W w w co H g u: Vj z cHn U Y Z J } Z ZZ HM Q (4 ccco o J U?o ZN vi o cp 3 >- 3 =cn a zN c a U ¢ 3:23 O a ® n vli SER M SE"G DOMMI& John d Guth Lk -MM I PROJ NO: SCALE: None DATE: 11-03-08 DESIGNED BY: RS DRAWN BY: RS CHECKED BY: JG I SHEET TITLE: I SPRINKLER SPECIFICATIONS SHEET NO. SP -301 SHEET OF U D] O a p � Q a0o W W � VZOJ a 0 w Lu W p N N Ix �D g u: Vj *i cHn Z J } Z co c� HM M Y J t,0 D 0 3 >- 3 N Z O Nz c a SER M SE"G DOMMI& John d Guth Lk -MM I PROJ NO: SCALE: None DATE: 11-03-08 DESIGNED BY: RS DRAWN BY: RS CHECKED BY: JG I SHEET TITLE: I SPRINKLER SPECIFICATIONS SHEET NO. SP -301 SHEET OF F - w O � Q � Q a0o � VZOJ U O �wLL Wzo Ix �D 00 ow W m0Q Q Q � t'A _Z �O WZ �g O SER M SE"G DOMMI& John d Guth Lk -MM I PROJ NO: SCALE: None DATE: 11-03-08 DESIGNED BY: RS DRAWN BY: RS CHECKED BY: JG I SHEET TITLE: I SPRINKLER SPECIFICATIONS SHEET NO. SP -301 SHEET OF