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HomeMy WebLinkAbout1645 ELLINGTON ROADoc vt e cir INTERIOR ADMINISTRATION OFFICE RENOVATIONS INTERIOR BANK FINISH UPGRADES AN[) SPACE IMPROVEMENTS v# +j ST 10 G, U� A 201[2 ISSUED FOR CONSTRUC-.TION 1645 ELLINGTON ROAD SOUTH WINDSOR, CT PROJECT TEAM:, LOCATION MAP P a Ive •� ��> �� DESIGN -_: zx 55 North Main Street \ West Hartford, \� QUISENBERRY ARCARI \ ARCHITECTS, LLCCT 06107 } = F -,YNYNv.ga-architects.corn I y < 860-561-6210 �F 00 T (860) 677-4594 Fax 8 6 0— 5 61— 6 213 F (860) 677-8534 G,. ,: 1> 318 Main Street Farmington, CT 06032 p manaLL, QqS0 I I\\\. \\\\\\a\\\\ \\\\\�\ F \ qui+ , !� Mffg� : tt > au `w t �,,.:, r of Easiness s ac-e Wei aFZ„a s x \(/►^, F" TUR ,�\iumaul hut T (203) 725-06795� 44 Northwest Drive �� ►� KU EG LE R ASSOCIATES a Watertown, CT 06795 r www.kueglerassociates.com consulting engineers �%1^ x` x;, ,> �3 :£)�•+ x F x � �� ` Connecticut Office Massachuestts Office 51 Depot St., Suite 214, Watertown, CT 06795 203 Kendall Rd., Tewksbury, MA 01876 Phone: (860) 945 6955 Phone: (978) 640 1794 Fox: (860) 274-9540 Fax: (978) 640-1795 T r ,i A.F.F. Above Finish Floor MGT. A.C. Acoustic, Acoustical H.M. A.C.T. Acou5tical Tile HOKIZ. A/C Air Conditioning H.B. A.H.U. Air Handling Unit IN. ALT. Alternate INCL. ALUM. Aluminum INFO. ALF. Aluminum Frame 1. D. ANCH. Anchor, Anchorage INSUL. AB. Anchor Bolt INT. L Angle JT. x ANOD. Anodized K.P. APPR. Approved LAB ARCH. Architect, Architectural LAV. ASB, A5be5to5 LTG. A. P.B.O. A5 Provided By Owner MACH. A.S.B.O. A5 Selected By Owner MAINT. ASPH. Asphalt MFRG. ASSY. Assembly M.BD. ASST. A55i5tant MAS. AUTO. Automatic M.O. BM Beam MAT. BRG. Bearing MAX. BEV. Bevel, Beveled MECH. BIT. Bituminous MEZZ. BLK, Block MIN. BLKG. Blocking MISC. BD. Board N DOT. Bottom N.I.C. B.O. Bottom Of N.T.S. B.E.J. Brick Expansion Joint OFF. BLDG. Building O.C. B.U.R. Built Up Roofing O.H. CAB. Cabinet O.D. C.U.H. Cabinet Unit Heater PTD. CAP. Capacity PR. CASE Casement P.T.D. CLG. Ceiling PASS. CLGHT. Ceiling Height PERP. CEM. Cement PLAS. CTR. Center PLAM. CL. Centerline PL. C.T. Ceramic Tile PLUMB. C.BD. Chalk Board PLYWD. CLO. Closet PVC. COL. Column P.E.J. CONC. Concrete PREFAB. CONF. Conference QTY. CJ Control Joint Q.T. CONT. Continuous RAD. CONTR. Contractor KWC CORR. Corridor RECV. CRS. Course, Courses REFR. DEG. Degree REINF. DEMC. Demolition REM DEPT. Department REQ'D DET. Detail REV. DIA. Diameter R. DIM. Dimension R.D. DIST. Distance KM. DR. Door S.N.D. DBL. Double S.N.R. D.H. Double Hung SCAED. DN Down SC. D.S. Downspout SECT. DWG. Drawing S.J. D.F. Drinking Fountain SHT. EA. Each SIM. ELEC. Electric, Electrical 5. D. EWC. Electric Water Cooler S.T.D. EL. Elevation S.T.C. ELEV. Elevator SPEC. EMERG. Emergency SQ. EQ. Equal S.F. EQUIP. Equipment S.S. EXIST. Existing STD. E.T.R. Existing To Remain STL. EXP. Expansion STOR. E.J. Expansion Joint STRUCT. EXT. Exterior S.STL. E.I.F.S. Exterior Insulation Finish System SUSP. FT. Feet, Foot S.A.T.C. F.R.G.P. Fiber Reinforced Gypsum Panel T.BD. FIN. Finl5h, Finished THRU F.E. Fire Extinguisher T.P.D. F.R. Fire Retardant T.M.E. FPRFG. Fireproofing T*G FIXT. Fixture T.O. FLASH Flashing T. - FLR. Floor TYP. Y F.D. Floor Drain U.L. FLR.FIN. Floor Finl5h U.H. FTG. Footing U.V. FDN Foundation U.O.N. FUR.N. Furnish, Furnishings, Furniture VEST. FURR. Furred, Furring VCT. GA. Gauge W.P. GALV. Galvanized W.W.F. GYP. BD. Gypsum Board W.BD. G.C. General Contractor W/ H.C. Handicapped WD. Height Hollow Metal Horizontal Hose Bibb Inch Included Information In5lde Diameter Insulation Interior Joint Kick Plate Laboratory Lavatory LicPubincJ Machine Maintenance Manufacturer Marker Board Masonry Masonry Opening Material Maximum Mechanical Mezzanine Minimum Miscellaneous North Not In Contract Not To Scale Office On Center Overhead Outside Diameter Painted Pair Paper Towel Dispenser Passage Perpendicular Plaster Plastic Laminate Plate Plumbing Plywood Polyvinylchloride Precast Expansion Joint Prefabricated Quantity Quarry Tile Radius Rain Water Conductor Receiving KefricJerator Reinforce Remove Required Revised, Revision Riser Roof Drain Room Sanitary Napkin Dispenser Sanitary Napkin Receptacle Schedule Scupper Section Seismic Joint Sheet Similar Soap Dispenser Sound Transmission CIa55 Sound Transmission Coefficient Specifications Square Square Feet 5tainle55 Steel Standard Steel Storage Structure, Structural Structural Steel Suspend, 5u5pention SuSp. Acoustic Tile Ceiling Tack Board Through Toilet Paper Dispenser To Match Existing Tounge and Groove Top Of Tread Typical Underwriter's Laboratory Unit Heater Unit Ventillator Unle55 Otherwise Noted Vestibule Vinyl Composition Tile Waterproofing Welded Wire Fabric White Board With Wood I . STRUCTURAL FILL SHALL BE PLACED IN 8" LIFTS COMPACTED TO 95% OF MODIFIED OPTIMUM DENSITY. 2. NO BACKFILLING OF FOUNDATION WALLS SHALL BE UNDERTAKEN UNTIL SUITABLE WALL BRACING (TEMPORARY OR PERMANENT) HAS BEEN INSTALLED. 3. DO NOT POUR FOOTINGS ON FROZEN SOIL. REMOVE ALL FROST PRIOR TO POURING CONCRETE. 4. ALL SOIL SURROUNDING AND UNDER FOOTINGS SHALL BE PROTECTED FROM FREEZING AND FROST ACTION DURING THE COURSE OF CONSTRUCTION. SOIL WHICH HAS BEEN ALLOWED TO FREEZE SHALL BE REMOVED. 5. FOUNDATIONS HAVE BEEN DESIGNED TO REST ON INORGANIC, UNDISTURBED SOIL, WHICH MAY BE ORIGINAL SOIL OR CONTROLLED, COMPACTED STRUCTURAL FILL. THE FOLLOWING BEARING VALUES ARE ASSUMED: 4000F5f. G. MATERIAL USED FOR STRUCTURAL FILL SHALL CONFORM TO THE FOLLOWING GRADATION: SIEVE SIZE: PERCENT PASSING SIEVE SIZE: PERCENT PASSING: 3%2' 100 #40 5-45 3/4' 50-100 # 100 0-1 5 %4" 30-75 #200 0-5 7. BOTTOMS OF EXTERIOR FOOTINGS SHALL BE AT LEAST 4'-0" BELOW FINISHED GRADE. 8. PROVIDE EXTERIOR AND/OR INTERIOR FOOTING DRAINS AS REQUIRED BY SITE CONDITIONS. 9. INSTALL FOUNDATION WATERPROOFING TO BELOW GRADE SURFACES 10. INSTALL FOUNDATION INSULATION AS REQUIRED BY LOCAL CODES. I . STRUCTURAL STEEL COMPONENTS SHALL CONFORM TO THE CURRENT SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AS ADOPTED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 2. UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATIONS A-3G. STEEL FOR PIPE COLUMNS SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATIONS A-501 . 3. ALL STEEL -TO -STEEL CONNECTIONS SHALL BE FABRICATED IN ACCORDANCE WITH INDUSTRY STANDARD PRACTICES FOR BOLTED OR WELDED CONNECTIONS. 4. ALL STEEL SHALL BE PAINTED WITH ONE SHOP COAT OF RED -OXIDE PRIMER. GALVANIZED MEMBERS SHALL BE UTILIZED WHERE SHOWN ON THE DRAWINGS. I . ALL STRUCTURAL WOOD SHALL BE IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" AND THE "MANUAL OF HOUSE FRAMING" AS PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA), INCLUDING PROVISIONS FOR NAILING, FIRE STOPPING, ANCHORAGE, FRAMING AND BRACING. 2. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRUCTURAL LUMBER SHALL BE AS FOLLOWS: a. INTERIOR EXPOSURE: ALL STRUCTURAL WOOD PROTECTED FROM MOISTURE AND WEATHER SHALL BE HEM FIR #2 OR BETTER, UNLESS OTHERWISE NOTED ON THE DRAWINGS. b. EXTERIOR EXPOSURE: ALL STRUCTURAL WOOD EXPOSED TO MOISTURE, THE WEATHER, WITHIN 8 INCHES OF SOIL, OR LESS THAN 18 INCHES FROM THE FLOOR OF A CRAWLSPACE SHALL BE PRESSURE -TREATED SOUTHERN YELLOW PINE #2 OR BETTER, WITH MINIMUM RETENTION MEETING OR EXCEEDING THE REQUIREMENTS OF THE BUILDING CODE. c. PLYWOOD: PLYWOOD SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION (APA) SPECIFICATIONS (Y5 10). PLYWOOD FLOOR DECKING SHALL BE CONTINUOUS OVER TWO OR MORE SPANS WITH GRAIN OF FACE PLIES ACROSS SUPPORTS. I. PLWOOD ROOF SHEATHING: C-D/EXT-APA, 3/4' THICK II, PLWOOD WALL SHEATHING: C-D/EXT-APA, %2' THICK III. PLWOOD SUBFLOOK: C-D/EXT-APA, 3/4' THICK 3. PLATES AND SILLS SHALL BE BOLTED TO FOUNDATION WALLS USING 1/2 INCH BY 12 INCHES HOOKED ANCHOR BOLTS SPACED AT 48 INCHES ON CENTER MAXIMUM, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. PLATES AND SILLS SHALL BE SET LEVEL. PLATES AND SILLS SHALL BE PRESSURE TREATED. 4. NAILING SCHEDULE SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODE'S "RECOMMENDED FASTENING SCHEDULE". NAIL PLYWOOD SHEATHING AND SUBFLOORING G"O.0 AT EDGES AND 1 2"O.C. ALONG INTERMEDIATE SUPPORTS, LEAVING SPACES BETWEEN PANELS AS RECOMMENDED BY THE APA. UTILIZE RING -SHANK OR SCREW TYPE NAILS FOR PLYWOOD SUBFLOOKING AND APPLY APPROPRIATE CONSTRUCTION ADHESIVE TO ADEQUATELY SECURE PLYWOOD TO FLOOR JOISTS. 5. JOIST HANGERS, COLUMN CAPS OR BASES, AND OTHER METAL FABRICATIONS, WHERE REQUIRED OR INDICATED, SHALL BE OF APPROPRIATE SIZE AND TYPE FOR MEMBERS AND SUPPORT CONDITIONS, AS MANUFACTURED BY 51MP50N STRONG -TIE OR EQUAL. WHERE FLANGE -SUPPORT JOIST HANGERS ARE USED IN CONJUNCTION WITH STEEL BEAMS, CARE SHALL BE TAKEN TO INSTALL THE HANGERS CLEAR OF CONTACT WITH THE STEEL BEAM BY INSTALLING 2X TOP PLATE IN ACCORDANCE WITH ABOVE CONDITIONS: IN NO CASE SHALL 2X TOP PLATE BE NARROWER THAN THE WIDTH OF THE FLANGE TO WHICH IT IS ATTACHED NOR MORE THAN 1 /2" LARGER. CONTRACTOR SHOULD BE AWARE THAT JOIST HANGERS AND OTHER METAL FABRICATIONS MAY REQUIRE SPECIAL ORDERING WELL PRIOR TO THE ACTUAL TIME AT WHICH THE HANGERS WILL BE NEEDED. THOUGH INDICATED IN CATALOGS AS "STOCK", SOME "STOCK" HANGERS ARE ACTUALLY SPECIAL ORDER ITEMS. G. NOTCHING SHALL NOT EXCEED I /GTH OF THE DEPTH OF JOIST OR RAFTER AND SHALL OCCUR ONLY IN THE OUTER QUARTER OF THE SPAN. NOTCHES SHALL NOT BE PERMITTED IN THE MIDDLE HALF OF THE SPAN NOR SHALL THEY EXCEED I /GTH THE DEPTH. NOTCH LENGTH SHALL NOT EXCEED I /3RD OF THE JOIST DEPTH. 7. HOLES IN JOISTS OR RAFTERS SHALL OCCUR IN THE MIDDLE I/3RD OF THE SPAN AND I/3RD OF DEPTH. THE HOLE DIAMETER SHALL NOT EXCEED I/3RD OF THE JOIST DEPTH. HOLES IN ENGINEERED LUMBER PRODUCTS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. 8. PROVIDE SOLID BLOCKING AS REQUIRED TO SUPPORT FIXTURES, RAILINGS, SHELVES, CLEATS, TRIM, ETC., AND AS REQUIRED TO SUPPORT EDGES OF PLYWOOD AND WALLBOARD, IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND/OR GOOD CONSTRUCTION PRACTICE. 9. ENGINEERED LUMBER INDICATED ON THE DRAWINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. JOISTS LABELED TJI ARE COMPOSITE I -JOISTS AS MANUFACTURED BY TRUS-JOIST. MEMBERS LABELED LVL ARE LAMINATED VENEER LUMBER (1 .9E MICKOLLAM BY TRUS-JOIST). THE SUBSTITUTION OF OTHER PRODUCTS ARE ONLY PERMITTED WITH BACKUP ENGINEERING PLANS AND CALCULATIONS. 10. EXISTING CONDITIONS: DETAILS OF CONNECTIONS OF NEW TO EXISTING ARE FOR GENERAL INTENT ONLY. CONTRACTOR SHALL EXPOSE EXISTING CONDITIONS TO VIEW FOR ARCHITECT'S REVIEW PRIOR TO ORDERING ANY MATERIALS FOR WORK WITH THE NEW CONNECTIONS. DETAILS SHOWN ARE BASED ON ASSUMPTIONS AND WILL BE SUBJECT TO CHANGE FOR THE CONDITIONS AS THEY ACTUALLY EXIST IN THE FIELD. ARCHITECT SHALL NOT BE RESPONSIBLE FOR MATERIALS ORDERED PRIOR TO ARCHITECT'S REVIEW OF THE EXISTING CONDITIONS AFTER EXPOSURE BY THE CONTRACTOR. I . GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY INCONSISTENCIES IN THE DRAWINGS, EXISTING CONDITIONS OR THE PROPOSED CONSTRUCTION IMMEDIATELY. 2. GENERAL CONTRACTOR TO TAKE AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB AND SHALL BE HELD RESPONSIBLE FOR THE SAME. 3. ALL NOTES AND DIMENSIONS DESIGNATED AS "TYP." OR "TYPICAL" APPLY TO ALL SIMILAR CONDITIONS THROUGHOUT THE PROJECT. 4. THESE PLANS ARE NOT TO BE SCALED FOR CONSTRUCTION PURPOSES. DIMENSION LINES AND NOTES SUPERSEDE ALL SCALED REFERENCES. 5. ALL DIMENSIONS ARE TO FACE OF MASONRY, FACE OF STUD AND CENTERLINE OF STRUCTURAL STEEL COLUMNS UNLESS OTHERWISE NOTED. G. ROOFING CONTRACTOR TO VERIFY QUANTITY AND LOCATION OF ROOF PENETRATIONS, AND TO FLASH ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 7. THE REQUIREMENTS FOR SEISMIC LOADS HAVE BEEN INCORPORATED INTO THE DESIGN OF THE STRUCTURAL, MECHANICAL, AND SUSPENDED CEILING SYSTEMS AS REQUIRED FOR THE NEW CONSTRUCTION. 8. 51GNAGE SHALL BE PLACED ON THE WALL ADJACENT TO THE LEVEL SIDE OF A ROOM DOOR AT A HEIGHT OF 5' A.F.F. 9. PROVIDE AN ALUMINUM DIVIDER STRIP AT ALL DOOR THRESHOLDS WHERE TWO DIFFERENT FINISHES MEET UNLESS OTHERWISE NOTED. I . REMOVE ALL MATERIALS, ASSEMBLIES AND CONSTRUCTED ELEMENTS AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION. 2. PROTECT ALL EXISTING FINISHES AND SPACES NOT AFFECTED BY THE CONSTRUCTION OR DIRECTLY ADJACENT TO THE CONSTRUCTION. ALL EXISTING FINISHES AFFECTED BY THE DEMOLITION WORK ARE TO BE RETURNED TO A STATE OF FINISH EQUIVALENT TO THAT PRIOR TO COMMENCEMENT OF THE WORK. 3. PROVIDE DUST -PROOF PARTITIONS SEPARATING THE DEMOLITION AND WORK AREAS FROM AREAS UNAFFECTED BY THE CONSTRUCTION. 4. CLEAN ALL AREAS OF THE PROJECT PERIODICALLY TO MAINTAIN A SAFE AND CLEAR WORKING ENVIRONMENT. PROVIDE FINAL CLEANING OF THE ENTIRE PROJECT SITE AT THE COMPLETION OF THE PROJECT WORK. 5. PROVIDE TEMPORARY SHORING OR BRACING AS REQUIRED TO PROPERLY COMPLETE THE WORK. COORDINATE SHORING WITH ALL SUB -CONTRACTORS, AND NOTIFY THE ARCHITECT OF ANY PROBLEMS OR CONCERNS IMMEDIATELY. G. ENSURE THAT EXISTING MECHANICAL AND ELECTRICAL SYSTEMS CONTINUE TO FUNCTION AS PRACTICAL THROUGHOUT THE CONSTRUCTION PROCESS. COORDINATE WITH THE OWNER DIRECTLY ANY TIME PERIODS DURING WHICH ESSENTIAL SERVICES MAY BE NON-FUNCTIONING OR DISCONNECTED. 7. REMOVE EXISTING ROOF AND SIDING AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION. ERECT TEMPORARY BARRIERS OR PROTECTIONS AS NECESSARY TO PROTECT THE EXISTING BUILDING FROM THE ELEMENTS DURING THE CONSTRUCTION PROCESS. I . PERFORM ALL WORK IN THIS SECTION IN CONFORMANCE WITH THE FINAL SOILS COMPACTION, GEOLOGICAL REPORTS AND APPROVED SITE GRADING PLANS AS ACCEPTED BY OWNER AND BUILDING DEPARTMENT. IN THE ABSENCE OF THE NECESSARY SUBSURFACE SURVEY, THE CONTRACTOR SHALL HIRE A LICENSED SOILS ENGINEER TO INVESTIGATE THE SITE, AND SUBMIT A REPORT OF THIS WORK TO THE ARCHITECT. IF A DISCREPANCY FROM THE PRESUMED SOIL BEARING CAPACITY EXISTS, CONTRACTOR SHALL NOT PLACE FOUNDATIONS WITHIN WRITTEN INSTRUCTIONS FROM ARCHITECT/ENGINEER.. 2. PRESUMPTIVE SOIL BEARING CAPACITY IS 4,OOOP5F ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOM OF FOOTINGS SHALL BE 4'-0" MIN. BELOW FINISH GRADE. 3. NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF A FOOTING. 4. ALL BACKFILL AT STRUCTURES, SLABS, STEPS AND PAVEMENTS SHALL BE CLEAR GRANULAR FILL, COMPACTED TO 55% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1 557. 5. BACKFILL AT LAWNS AND UNPAVED AREAS SHALL BE FREE OF CLAY, ROCK OR GRAVEL LARGER THAN 2" IN ANY DIRECTION, DEBRIS, VEGETABLE MATTER, WASTE AND FROZEN MATERIALS. COMPACT TO 50% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D- 1557. G. ALL SLABS ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STONE CAPABLE OF SUPPORTING 2,OOOP5F. 7. GUTTERS AND DOWNSPOUTS SHALL DISCHARGE AT PERIMETER DRAIN IF PROVIDED OR AT GUTTER SPLASH BLOCKS UNLESS LOCAL CODES REQUIRE STORM WATER MANAGEMENT SYSTEMS. REFER TO APPROVED SITE PLAN FOR STORM WATER MANAGMENT SYSTEM PIPING DETAILS. I . ALL CONCRETE WORK SHALL BE IN COMPLIANCE WITH THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 3 18) AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING" (ACI 301). 2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT THE AGE OF 28 DAYS: 3000P51, EXCEPT 4000P51 FOR EXTERIOR WORK. 3. CONCRETE SHALL HAVE A SLUMP NOT EXCEEDING 5", EXCEPT FOR 4" SLABS. 4. CONCRETE STRUCTURES AND SLABS EXPOSED TO FREEZING AND THAWING, DEICER CHEMICALS, OR SUBJECT TO HYDRAULIC PRESSURE SHALL BE AIR -ENTRAINED TO HAVE A TOTAL AIR CONTENT AT THE POINT OF PLACEMENT WITHIN A TOLERANCE OF PLUS OR MINUS I % AS FOLLOWS: G% FOR MAXIMUM 3/4' AGGREGATE 5% FOR MAXIMUM I " AGGREGATE 4% FOR MAXIMUM I%2' AGGREGATE ALL OTHER CONCRETE SHALL BE AIR -ENTRAINED TO A TOTAL AIR CONTENT OF 2% TO 4% 5. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE CURING OF CONCRETE AS DIRECTED BY ACI 301 . USE OF CALCIUM CHLORIDE SHALL NOT BE PERMITTED. G. REINFORCING BARS SHALL BE DEFORMED BILLET STEEL BARS AND CONFORM TO ASTM A-G 1 5-GRADE GO. WELDED WIRE FABRIC SHALL CONFORM TO ASTM-A- 185. 7. REINFORCING BARS MARKED "CONT." SHALL BE LAPPED 32 BAR DIAMETERS AT SPLICES AND CORNERS, HOOKED AT DISCONTINUOUS ENDS. WELDED WIRE FABRIC SHALL BE LAPPED G" AT END SPLICES. 8. CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: A. CONCRETE PLACED ON EARTH 3" B. FORMED CONCRETE EXP. TO GROUND OR WEATHER: #5 BARS * SMALLER I %2" #G BARS * LARGER 2" C. FORMED CONCRETE NOT EXPOSED TO WEATHER: 3/4' 9. CONTRACTOR SHALL INSTALL ALL ANCHORS, ANCHOR BOLTS, LEVELING PLATES, AND ALL INSERTS TO BE SET IN CONCRETE AS REQUIRED FOR THE WORK OF ALL TRADES. 10. ALUMINUM OBJECTS SHALL NOT BE EMBEDDED OR IN CONTACT WITH CONCRETE. 1 1. REINFORCED CONCRETE FLOOR SLABS SHALL BE PLACED ON A MINIMUM OF G" OF CRUSHED 3/5" STONE ON STRUCTURAL FILL PLACED IN 8" LAYERS AND COMPACTED TO 95% OF MODIFIED OPTIMUM DENSITY ON FIRM, INORGANIC, VIRGIN SOIL. NOT LESS THAN ONE LAYER OF STRUCTURAL FILL SHALL BE USED. r EXISTING WALL WALL TO BE DEMOLISHED NEW STUD WALL NEW CMU WALL NEW FOUNDATION WALL ROOM NAME / ROOM NUMBER SECTION MARKER ELEVATION MARKER DOOR IDENTIFICATION WINDOW IDENTIFICATION WALL IDENTIFICATION COLUMN IDENTIFICATION ELEVATION MARKER EXISTING DOOR NEW DOOR 2X2 SUSPENDED ACOUSTIC TILE CEILING, SEE ALSO FINISH SCHEDULE 2X4 SUSPENDED ACOUSTIC TILE CEILING, SEE ALSO FINISH SCHEDULE GYPSUM BOARD OR PLASTER CEILING SEE ALSO FINISH SCHEDULE EXPOSED STRUCTURE OR EXISTING CEILING TO REMAIN. SEE ALSO FINISH SCHEDULE RECESSED CEILING LIGHTING FIXTURES, SEE ELECTRICAL DWGS. SURFACE MOUNTED CEILING LIGHTING FIXTURES, SEE ELECTRICAL DWGS. PENDANT MOUNTED CEILING LIGHTING FIXTURES, SEE ELECTRICAL DWGS. PENDANT LIGHT FIXTURE SCONCE LIGHT FIXTURE PENDANT MOUNTED HALOGEN TRACK LIGHTING EXIT SIGN EMERGENCY LIGHT TV MOUNTING BRACKET SPEAKER DIFFUSER, SEE MECHANICAL DWGS. SPRINKLER, SEE FIRE PROTECTION DWGS. HEAT * OR SMOKE DETECTOR, SEE MECHANICAL DWGS. CCTV CAMERA LOCATION ARCHITECTURAL G 1 . 1 GENERAL NOTES I G 1.2 GENERAL NOTES II R I .O CODE INFORMATION R.I. I 15T FLOOR CODE INFORMATION PLAN R I .2 2ND FLOOR CODE INFORMATION PLAN R I .3 3RD FLOOR CODE INFORMATION PLAN D 1 . 1 15T FLOOR DEMOLITION PLAN D 1.2 2ND FLOOR DEMOLITION PLAN D 1.3 3RD FLOOR DEMOLITION PLAN A 1 . 1 15T FLOOR PLAN A1.2 2ND FLOOR PLAN A 1.3 3RD FLOOR PLAN A4.0 WALL TYPES A5.0 ENLARGED PLAN A5.1 DETAILS A7. 1 I ST FLOOR REFLECTED CEILING PLAN A7.2 2ND FLOOR REFLECTED CEILING PLAN A7.3 3RD FLOOR REFLECTED CEILING PLAN A7. 10 CEILING DETAILS INTERIOR 1 1 . 1 15T FLOOR FURNITURE PLAN 1 1 .2 2ND FLOOR FURNITURE PLAN 1 1 .3 3RD FLOOR FURNITURE PLAN 12.1 15T FLOOR FINISH PLAN 12.2 2ND FLOOR FINISH PLAN 12.3 3RD FLOOR FINISH PLAN 12.4 FINISH LEGEND 13.1 INTERIOR ELEVATIONS 1 13.2 INTERIOR ELEVATIONS 11 13.3 CASEWORK SECTIONS 1 13.4 CASEWORK SECTIONS II STRUCTURAL 5-1 MISCELLANEOUS STRUCTURAL NOTES 4 DETAILS 5-2 NEW ROOF DUNNAGE PLANS * DETAILS FIRE PROTECTION FP00I FIRE PROTECTION NOTES * SYMBOLS FP 100 FIRE PROTECTION I ST * 2ND FLOOR PLANS FP I 0 I FIRE PROTECTION 3RD FLOOR PLAN FP 102 FIRE PROTECTION NETWORK ROOM PLUMBING P00 I PLUMBING NOTES * SYMBOLS P 100 DEMOLITION PLUMBING PARTIAL 15T * 2ND FLOOR PLANS PIOI PLUMBING PARTIAL I ST * 2ND FLOOR PLANS MECHANICAL MOO MECHANICAL NOTES * SYMBOLS M 100 DEMOLITION MECHANICAL I ST � 2ND FLOOR PLANS MIOI DEMOLITION MECHANICAL3RD FLOOR *ROOF PLANS M 102 MECHANICAL I ST * 2ND FLOOR PLANS M 103 MECHANICAL3RD FLOOR ROOF PLANS M 104 MECHANICAL PIPING 1 ST 2ND FLOOR PLANS M 105 MECHANICAL PIPING3KD FLOOR *ROOF PLANS M000 MECHANICAL DIAGRAMS MGO I MECHANICAL SPECIFICATIONS MG02 MECHANICAL SCHEDULES MG03 MECHANICAL SCHEDULES E00I ELECTRICAL NOTES � SYMBOLS E 100 DEMOLITION ELECTRICAL I ST FLOOR POWER LIGHTING E I 0 I DEMOLITION ELECTRICAL2 N D FLOOR POWER LIGHTING E 102 DEMOLITION ELECTRICAL3RD FLOOR POWER LIGHTING E 103 ELECTRICAL I ST FLOOR POWER LIGHTING E 104 ELECTRICAL2ND FLOOR POWER LIGHTING E 105 ELECTKICAL3RD FLOOR POWER LIGHTING E I OG ELECTRICAL ROOF E 107 ELECTRICAL PARTIAL 15T FLOOR * ROOF PLANS E 108 ELECTRICAL DETAILS * RISER DIAGRAMS EGOO ELECTRICAL SCHEDULES EGO I ELECTRICAL SCHEDULES 40 Cold Sprang Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 "advent D E S I G N 55 North Main Street West Hartford, CT 06107 860-561-6210 Fax 860-561-6213 !+rfl c1c KU EG LER ASSOCIAI ES 51 Depot St., Suite 214. Watertown, CT06795 Phone: (860)945-6955 Fox: (860) 274-9540 T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: Are. � 4 QUISENBERRY ARCARI ARCHITECTS, LLC %v%v%v.ga-architects.com T (860) 6774594 F (860) 677-8534 318 Main Street Farmington, CT 06032 Sheet Description: GENERAL NOTES I Issue Dates: AUGUST 10, 2012 Scale: Project #: QA 1235 Drawn By: Sheet #: U _ _ O U m U? = O N N N CV URINAL 5'-0" 3'-Gn R.H. 3'-41' 18" G.B. _z 0 L U o c U = U X r o TN E E - 0 cr) LAVATORY WATER COOLER /DF P.T.D. 'ADD PIPING INSULATION KITS TO ALL LAVATORY PIPING. REFER TO PLUMBING DRAWINGS FOR SPECIFICATIONS 30" SWING -UP G.B. 18" G.B. 3'-0" G 0 1 m Gil;3G" G.B. I '-G" =1 TOILET PARTITI In 42" G.B. 8' T.P.D. - 0 U m 2 S.N.R. p WATER CLOSET ( Side view) LMI 0 0 o U I U 0 o d- � L un O U = 41 o m �t WATER CLOSET ( Front view) O c� to _ o �o 0 MIRROR AND SHELF O WIDTH VARY O N S.N.V.M. HAIR/ HAND DRYER PAYPHONE S.S. MIRROR 4- SHELF 2'-8" O n TRO 4TIN( ARE) EMERGENCY EYEWASH / SHOWER 3'-0" I '-G" ADJ . SHOWER FOLD HEAD DOWN HC SEAT I '-4" 1 1'-8" 0 � � N - RECESSED SOAP DISH HANDICAPPED SHOWER UNIT M I . ALL DIMENSIONS ARE TO THE CENTER OF THE DEVICE UNLESS OTHERWISE NOTED. SEE ELECTRICAL DRAWINGS FOR TYPES AND LOCATIONS. 2. RECEPTACLES: 18" A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OF RECEPTACLE AT 2" ABOVE BACKSPLASH, AT LOCATIONS BELOW CASEWORK, MOUNT AT 24" A.F.F. 3. WIREMOLD: 24" A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OF WIREMOLD AT 2" ABOVE BACKSPLASH) 4. EXTERIOR RECEPTACLES:A 24" A.F.G. (20" A.F.F.) 5. SWITCHES: 48" A.F.F. G. BOILER EMERGENCY SWITCHES: GO" A.F.F. 7. DATA/ PHONE OUTLETS: 18" A.F.F. 8. TV OUTLETS: 18" A.F.F. OR 18" BELOW FINISHED CEILING 9. WALL PHONE: 48" A.F.F. TO CENTER OF EARPIECE 10. SECURITY KEYPAD: 48" A.F.F. 1 1. MICROPHONE WALL JACK: 18" A.F.F. 12. FIRE ALARM PULL STATION: 48" A.F.F. 13. FIRE ALARM VISUAL / AUDIO INDICATING UNITS: 0-8" TO BOTTOM OF UNIT 14. AREA OF REFUGE CALL STATION: 48" A.F.F. 15. EMERGENCY SHUT-OFF SWITCH / PUSH BUTTON: 48" A.F.F. I G. EMERGENCY CALL SWITCH: 3G" A.F.F. 17. EMERGENCY CALL BELL / LIGHT: +/- 7-G" A.F.F. - CENTER ABOVE DOOR 18. WALL MOUNTED EXIT SIGNS: 7-G" A.F.F. 19. WALL MOUNTED CLOCKS AND SPEAKERS: +/- 7-G" A.F.F. COORD. WITH BLOCK COURSING AS OCCURS. CONSULT ARCHITECT IF CEILING HEIGHT CONFLICTS. GYPSUM BOARD I . PROVIDE AND INSTALL GYPSUM WALL BOARD IN ACCORDANCE WITH AMERICAN STANDARD SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD, AS APPROVED BY THE AMERICAN STANDARDS ASSOCIATION, LATEST EDITION; APPLICABLE PARTS THEREOF ARE HEREBY MADE A PART OF THIS SPECIFICATION EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE CALLED FOR IN THE SPECIFICATION, IN LOCAL CODES, OR BY THE MANUFACTURER OF THE GYPSUM WALLBOARD, WHOSE REQUIREMENTS SHALL BE FOLLOWED. 2. PROVIDE AND INSTALL MOISTURE -RESISTANT GYPSUM WALLBOARD WHERE REQUIRED. PROVIDE TYPE X GYPSUM BOARD AS CALLED FOR ON THE DRAWINGS. 3. PROVIDE 5/8' TYPE X GYPSUM BOARD AT ALL WALLS BETWEEN GARAGE AND HOUSE. PROVIDE 5/8' TYPE X GYPSUM BOARD AT GARAGE CEILING WHICH HAS LIVING SPACE ABOVE. PAINT I . APPLICATION OF PAINT OR OTHER COATING SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. READY -MIXED PAINT SHALL NOT BE THINNED, EXCEPT AS PERMITTED IN THE APPLICATION INSTRUCTIONS AND WITH PRIOR APPROVAL. FLOORING MATERIAL ! . INSTALL CERAMIC TILE OR NATURAL STONE TILE IN COMPLIANCE WITH PERTINENT RECOMMENDATIONS CONTAINED IN THE TILE COUNCIL OF AMERICA "HANDBOOK FOR CERAMIC TILE INSTALLATION" AND MANUFACTURER'S INSTRUCTIONS. 2. PROVIDE MANUFACTURER APPROVED UNDERLAYMENT FOR ALL FLOORING TYPES CALLED OUT IN CONTRACT DOCUMENTS. I . FIRECODE GYPSUM BOARD IN A ONE OR TWO HOUR RATED PARTITION MUST BEAR THE U.L. CLASSIFICATION. 2. ALL FIRE AND SMOKE RESISTANT SEPARATIONS ARE TO EXTEND OR BE EXTENDED TO THE UNDERSIDE OF FLOOR OR ROOF DECK ABOVE, TYPICAL. 3. FOR SMOKE RESISTANT SEPARATIONS, PROVIDE FIRE SAFING AND SEALANT AT FLOOR, ROOF DECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OF SMOKE. 4. FOR ALL FIRE RATED PARTITIONS, PROVIDE FIRE SAFING AND SEALANT AT FLOOR, ROOF DECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OF SMOKE. THE FIRE SAFING AND SEALANT SYSTEM MUST MAINTAIN THE RATING OF THE SEPARATION. 5. AT ALL NON -RATED PARTITIONS, FILL ALL VOIDS INCLUDING METAL DECK FLUTES WHERE PARTITIONS MEET THE STRUCTURE ABOVE WITH BATT INSULATION. G. AT ALL NON -RATED PARTITIONS, FILL ALL VOIDS BETWEEN PIPES, ELECTRICAL CONDUITS, DUCTWORK, ETC. WHERE THEY PENETRATE WALLS, WITH BATT INSULATION. 7. PROVIDE SMOKE DAMPERS AT ALL MECHANICAL PENETRATIONS THROUGH ONE HOUR RATED SMOKE BARRIERS. 8. PROVIDE FIRE DAMPERS AT ALL MECHANICAL PENETRATIONS THROUGH TWO HOUR FIRE RATED PARTITIONS. 9. EXTEND ALL METAL STUD PARTITIONS TO THE UNDERSIDE OF DECK/STRUCTURE, UNLESS OTHERWISE NOTED. 10, AT ALL NON -RATED PARTITIONS AND PARTITIONS WITH NO S.T.C. REQUIREMENTS, EXTEND SHEATHING TO THE FINISHED CEILING CONSTRUCTION, TYPICAL. 1 1. SEE WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION. 12. METAL STUD CONTRACTOR TO PROVIDE AND COORDINATE PLACEMENT OF METAL STUD SLIP TRACKS AT ALL STUD WALLS BUILT ON TOP OR UNDER STRUCTURAL STEEL BRACING FRAMES, TYPICAL. SIMILAR CONDITION APPLIES WHERE METAL STUDS ATTACH TO THE UNDERSIDE OF ROOF DECK AT THE MIDDLE I /3RD OF A SPAN GREATER THAN 1 5'. I . ONE SMOKE ALARM SHALL BE PROVIDED IN EACH SEPARATE SLEEPING AREAS. 2. ONE SMOKE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE SLEEPING AREA INT THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. A SMOKE ALARM SHALL BE LOCATED ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. ALL SMOKE ALARMS SHALL BE INTER CONNECTED SUCH THAT ACTUATION OF ONE WILL ACTUATE ALL SMOKE ALARMS SIMULTANEOUSLY. 5. ALL SPRINKLER PIPING IS TO BE LOCATED ABOVE FINISH CEILING UNLESS OTHERWISE NOTED. (UPPER LEVEL SPRINKLER PIPING TO EXTEND INTO THE ATTIC SPACE WHEN INSULATED). G. :SPRINKLER HEADS SHALL BE LOCATED AS SHOWN ON THE PLUMBING DRAWINGS. 7. (EXPOSED SPRINKLER INSTALLATION SHALL BE CAREFULLY COORDINATED IN THE FIELD TO AVOID CONFLICTING WITH LIGHTING AND OTHER CEILING MOUNTED EQUIPMENT. I . MECHANICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING '1/WORK. NOTIFY THE ARCHITECT OF ANY CONDITIONS WHICH MAY ADVERSELY AFFECT THE PROPER INSTALLATION OF THE NEW SYSTEMS. 2. MECHANICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEW COMPONENTS AS REQUIRED TO PROPERLY CONDITION THE SPACES) AFFECTED BY THIS CONSTRUCTION PROJECT. IF THE MODIFICATION OF EXISTING SYSTEMS IS NECESSARY, :SUCH MODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESE ;SYSTEMS OR COMPONENTS. 3. COORDINATE MECHANICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTER THE WORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL. 4. PERFORM ALL NEW MECHANICAL WORK IN ACCORDANCE WITH LOCAL CODES AND ACCEPTED STANDARDS OF PRACTICE. I . ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 2. ELECTRICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEW COMPONENTS AS REQUIRED TO PROPERLY SERVICE THE SPACES) AFFECTED BY THIS CONSTRUCTION PROJECT. IF THE MODIFICATION OF EXISTING ELECTRICAL SYSTEMS IS NECESSARY, SUCH M10DIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESE SYSTEMS. 3. COORDINATE ELECTRICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTER THE WORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL. 4. PERFORM ALL NEW ELECTRICAL WORK IN ACCORDANCE WITH LOCAL CODES AND ACCEPTED STANDARDS OF PRACTICE. 5. COORDINATE THE FINAL LOCATION OF ALL ELECTRICAL DEVICES AND THEIR INTENDED OPERATION WITH THE OWNER. I . THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED HERIN: AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING ENGINEERS (ASHRAE) HANDBOOK OF FUNDAMENTALS. 2. INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH "ARCHITECTURAL SHEET METAL MANUAL" BY SMACNA. 3. PROVIDE AND INSTALL FLASHING AT ALL ROOF AND WALL CONDITIONS, PROJECTIONS OF WOOD BEAMS THROUGH EXTERIOR WALLS, EXTERIOR OPENINGS AND ELSEWHERE AS REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. 4. SLOPES OF 4" IN 1 2" OR GREATER: ASPHALT SHINGLE ROOFS SHALL HAVE AN UNDERLAYMENT OF NOT LESS THAN ONE PLY OF # 15 FELT, APPLIED AS REQUIRED SECTION R-802 AND TABLE NUM. R-803.4. 5. THE NET FREE VENTILATION AREA SHALL NOT BE LESS THAN I TO 150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT THE AREA MAY BE I TO 300, PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE SAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY SAVE OR CORNICE VENTS. THE NET FREE CROSS -VENTILATION AREA MAY NOT BE LESS THAN I TO 300 OF THE AREA OF THE SPACE VENTILATED WHEN THE VAPOR BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING I PERM IS INSTALLED ON THE WARM SIDE OF THE CEILING. G. PROVIDE AND INSTALL BUILDING THERMAL INSULATION IN ACCORDANCE WITH THE FOLLOWING: A. EXTERIOR WALLS: R-19 MINIMUM B. CATHEDRAL CEILINGS: R-30 MINIMUM C. FLAT CEILINGS: R-38 MINIMUM D. CEILINGS OVER UNCONDITIONED SPACE: R- 13 MINIMUM E. FLOORS OVER OUTSIDE SPACE: R-30 MINIMUM F. WALL ADJ. TO UNFIN15H SPACE: R- I I MINIMUM 7. PROVIDE AND INSTALL BATT INSULATION AT WINDOW SHIM SPACES. 8. FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND ELECTRICAL SERVICES WITHIN THE PLANE OF INSULATION. LEAVE NO GAPS OF SPACES BEING SURE NOT TO COMPRESS GLASS INSULATION. 9. FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND ELECTRICAL SERVICES WITHIN THE PLANE OF INSULATION. LEAVE NO GAPS OF SPACES BEING SURE NOT TO COMPRESS GLASS INSULATION. 10. INSTALL VENTING IN SLOPED CEILING AREAS TO PERMIT AIRFLOW ALONG THE COOL SIDE OF THE INSULATION FROM THE SAVE TO RIDGE. 1 1. INSTALL EITHER INTERIOR AND/OR EXTERIOR FOUNDATION INSULATION AS REQUIRED BY LOCAL BUILDING CODES 12. PROVIDE AND INSTALL JOINT SEALERS TO COMPLY WITH MANUFACTURERS PRINTED INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATIONS INDICATED AND TO THE FOLLOWING SPECIFICATIONS: ELASTOMERIC SEALANT: ASTM C-32G SOLVENT -RELEASE -CURING SEALANT: ASTM C-804 LATEX SEALANT: ASTM C-790 ACOUSTICAL SEALANT: ASTM C-9 10 13. PROVIDE AND INSTALL GUTTERS AND DOWNSPOUTS AS PER SMACNA ARCHITECTURAL SHEET METAL MANUAL. 1. REFERENCE STANDARDS FOR METAL DOORS, WOOD DOORS, AND WINDOWS SHALL BE AS FOLLOWS: A. UNDERWRITER'S LABORATORIES, INC.: BUILDING MATERIALS DIRECTORY. B. NATIONAL FIRE PROTECTION ASSOCIATION: PAMPHLET NO. 80 STANDARD FOR FIRE DOORS AND WINDOWS. C. NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION: I.S., 1078: WOOD FLUSH DOORS. D. AIR LEAKAGE: ASTM E283 E. WATER RESISTANCE: ASTM E33 1 2. GLAZING IN ALL LOCATIONS WHICH MAY BE SUBJECT TO HUMAN IMPACT, AS LISTED IN C.A.B.O. SECTION R-208.4, SUCH AS FRAMELESS GLASS DOORS, GLASS ENTRANCES AND EXIT DOORS, FIXED GLASS PANELS, SLIDING GLASS DOORS, SHOWER DOORS, TUB ENCLOSURES, AND STORM DOORS SHALL MEET THE DOOR REQUIREMENTS SET FORTH IN THE BUILDING CODE AND THE SAFETY STANDARD FOR GLAZING MATERIALS (I G CFR 1 202) ALL GLAZING WHICH IS LOCATED 18" ABOVE THE FINISH FLOOR AND 24" ADJACENT TO A DOOR JAMB SHALL BE TEMPERED. 3. ALL MANUFACTURED WINDOWS AND SLIDING GLASS DOORS SHALL MEET THE AIR INFILTRATION STANDARDS OF THE 1972 AMERICAN NATIONAL STANDARDS INSTITUTE ASTM E283-73 WITH A PRESSURE DIFFERENTIAL OF 1.57 POUNDS PER SQUARE FOOT AND SHALL BE CERTIFIED AND LABELED. 4. EXTERIOR ENTRANCE DOORS SHALL BE 1 3/4" THICK INSULATED METAL DOORS OR APPROVED EQUAL AND SHALL MEET THE FOLLOWING REQUIREMENTS: AIR INFILTRATION: ASTM E283 WATER RESISTANCE: ASTM E33 1 ACCOUSTICAL PERFORMANCE: ASTM E4 1 3-70T-STC 28 THERMAL TRANSMITION: R- 15.43 (CALCULATED) DOORS SHALL BE PROVIDED WITH FACTORY BACKED -ON PRIME PAINT FINISH. SIDELIGHTS SHALL BE TEMPERED GLAZING AND SIZED AS INDICATED ON DRAWING. MANUFACTURER AS SELECTED BY OWNER. 5. NATURAL LIGHT AND VENTILATION MINIMUM REQUIREMENTS: BASEMENT LIGHT/VENT AREA = 2% / I % FLOOR AREA LIGHT AREA PER ROOM = 8% FLOOR AREA VENTILATION AREA PER ROOM = 4% FLOOR AREA G. WINDOWS AS 2ND EGRESS (SLEEPING AREAS) SHALL BE MINIMUM 5.7 SQ. FT. OPENABLE AREA WITH 24" LEAST DIMENSION. MAXIMUM SILL HEIGHT SHALL BE 44" A.F.F. 7. HANDICAPPED ACCESSIBLE DOOR HARDWARE SHALL COMPLY WITH CABO/ANSI A 1 1 7. 1 2003 AND UFAS / SECTION 504 REGULATIONS. 8. ALL DOOR LEVERS ON DOORS LEADING TO HAZARDOUS SPACES SHALL BE KNURLS 9. ALL DOORS EXITING 100 OR MORE PERSONS SHALL HAVE PANIC EXIT DEVICES 10. ALL RATED DOORS AND DOORS FRONTING CORRIDORS SHALL HAVE POSITIVE LATCHING LOCKSETS OR LATCHSETS AND CLOSERS. I . ALL MASONRY SHALL CONFORM TO AND BE ERECTED IN ACCORDANCE WITH ACI 530 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND ACI 530.1 SPECIFICATION FOR MASONRY STRUCTURES. 2. ALL MASONRY WALLS ARE TO BE CONSTRUCTED OF CONCRETE MASONRY WITH COMPRESSIVE STRENGTH F'M = 1 500 P.S.I. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING MASONRY STRENGTH AS SPECIFIED. 3. TYPE "M" OR "S" MORTAR SHALL BE USED IN ALL MASONRY. 4. CONTINUOUS HORIZONTAL JOINT REINFORCING SHALL BE INSTALLED IN ALTERNATE COURSES OF ALL MASONRY. EXTERIOR MASONRY VENEER SHALL BE TIED TO INTERIOR MASONRY BLOCKWORK IN ACCORDANCE WITH DRAWING NOTATIONS. 5. REINFORCING STEEL FOR MASONRY SHALL BE GRADE GO. ALL LAP SPLICES SHALL BE A MINIMUM OF 48 BAR DIAMETERS (I.E. #4 BAR = 24"). G. ALL MASONRY UNIT CORES CONTAINING REINFORCING BARS SHALL BE FILLED WITH 2O00 P.S.I. GROUT. GROUT SHALL BE INSTALLED IN USING LOW LIFT GROUT METHOD (5'-0" MAXIMUM LIFTS). 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 "advent D E S I G N 55 North Main Street West Hartford, CT 06107 860-561-6210 Fax 860-561-6213 KUEGLERASSOWTM 51 Depot St., Suite 214, Watertown, CT 06795 Phone:(860) 945-6955 Fox:(a60) 274-9540 T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: QUISENBERRYARCARI ARCHITECTS, LLC tvtv%v.ga-archi tec ts.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 �S.tlRnu a se�.:.yr. ,y4,y qQ t-i,a V � y Sheet Description: 0 Ix i z x 0 W z rliq GENERAL NOTES II Issue Dates: AUGUST 10, 2012 Scale: Project #: QA 1235 Drawn By: Sheet #: G1*2 5TAI 2 RE5TRC 5TAI R RE5TRC MECHA 50UTH BRANC[ (USE 'B' 2nd FLOOR CODE AREA DIAGRAM SCALE:1/16" = V-011 1st FLOOR CODE AREA DIAGRAM SCALE: 1/16" = 1t-0" \I Y I Vr\L SHAFT AIR AI R 5 I AIR RE5TRC MECHAI` 3rd FLOOR CODE AREA DIAGRAM SCALE:1/16" = V-0" 5HAFT`" v -AIR CODES THIS PROJECT WAS DESIGNED TO INTERNATIONAL BUILDING CODE IBC CONNECTICUT SUPPLEMENT IBC CONNECTICUT AMENDMENT INTERNATIONAL EXISTING BUILDING CODE IN T ERNAI IONAL MECHANICAL CODE INTERNATIONAL PLUMBING CODE NFPA 70 NATIONAL ELECTRIC CODE INTERNATIONAL ENERGY CONSERVATION CODE MNINFCTICI IT FIRF .�)AFFTY (-nF)F CONNECTICUT FIRE SAFETY CODE SUPPLEMENT CONNECTICUT FIRE SAFETY CODE AMENDMENT REHABILITATION ACT 1973, SECTION 504 INCLUDING UNIFORM PEDEKAL ACCESSIBILITY STANDARDS (UFAS) AND SECTION 504 REGULATIONS ICC/ANSI A 1 1 7. 1 - 2003 INCLUDING THE CURRENT CONNECTICUT BASIC BUILDING CODE THE AMERICANS WITH DISABILITIES ACT, TITLE II, INCLUDING THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) AND ADA REGULATIONS (H) CURRENT CONNECTICUT PUBLIC HEALTH CODES (0) CURRENT O.S.H.A. - TITLE 29/LABOR (GS) CONNECTICUT GENERAL STATUTES BUILDING INFORMATION CORPORATE OFFICES FOR: ROCKVILLE BANK SOUTH WINDSOR, CONNECTICUT PROPOSED CONSTRUCTION START 1. USE GROUP CLASSIFICATION (301) PRIMARY - 2. CONSTRUCTION TYPE (G02) EXISTING/NEW CONSTRUCTION 2003 2005 2009 2003 2003 2003 2003 2009 2VV 5 2000 2009 2012 BUSINESS (B) (*NO CHANGE EXI5TING USE GROUP) TYPE 215 3. BUILDING HEIGHT (503) STORIES / FEET ALLOWABLE HEIGHT 5 / 751-011* ACTUAL HEIGHT 3 / 50'-0" (*INCLUDES INCREASE FOR AUTOMATIC 5PRINKLER SYSTEM) 4, FLOOR AREA (503) [Interior face of exterior Wa1151 USE GROUP (B) ACTUAL / ALLOWABLE FIRST FLOOR 9,935 SF / 8G,250 SF* SECOND FLOOR 3,935 SF / 8G,250 SF* THIRD FLOOR 9,935 SF / 8G,250 SF* (*INCLUDES 275% INCREASE FOR OPEN PERIMETER * AUTOMATIC SPRINKLER 5Y5.) 5. FIRE RESISTANCE RATINGS (GO I ) STRUCTURAL FRAME 0 HOUR(S) BEARING WALLS EXTERIOR 0 HOUR(S) INTERIOR 0 HOUR(S) NON -BEARING EXTERIOR WALLS 0 HOUR(S) FLOOR CONSTRUCTION 0 HOUR(S) ROOF CONSTRUCTION 0 HOUR(S) OTHER ELEMENTS EGRESS CORRIDORS (101 G) 0 HOURS) EGRESS STAIR SHAFTS (1019. 1) 1 HOUR(S) ELEVATOR SHAFTS (707.4) 1 HOUR(S) G. OCCUPANT LOAD DESIGN LOAD PER ROOM SEE CODE PLANS TOTAL BUILDING OCCUPANCY 423 PEOPLE TOTAL EXIT CAPACITY 1 ,010 PEOPLE 7. HANDICAPPED ACCESSIBLE BUILDING [ X ] DESIGNATED [ ] NON -DESIGNATED 8. MINIMUM PLUMBING FIXTURE COUNT (2902. 1) TOTAL FACILITY O.L.: 423 FIXTURES REQUIREMENTS REQIRED/PROVIDED WATER CLOSETS (B): 1 /25 (<50) + 1 /50 (50+) 1 2 / 18 LAVATORIES (B): 1 /40 (<50) + 1 /80 (50+) 8 / 1 DRINKING FOUNTAINS 1/100 5 / G SERVICE SINK I I 9. FIRE PROTECTION SYSTEMS FIRE SUPPRESSION FIRE DETECTION 10. NUMBER OF EXITS EXITS REQUIRED EXITS PROVIDED [ X ] FULL [ ] LIMITED [ ] NONE [ X ] FULL [ J LIMITED [ ] NONE 1 1. TRAVEL DISTANCE MAXIMUM TRAVEL DISTANCE ALLOWED ACTUAL TRAVEL DISTANCE 12. THRESHOLD BUILDING CONDITIONS 2 3 (B) 300'-0" SEE CODE PLANS [ ] YES [ X ] NO 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257.4900 F (860) 257 - 4899 � 4ac�rit D E S I G N a "a Novdm"WhK >�M! Fm men Mll !+rfl C4; KUEGLERASSOCK S 51 Depot St., Suite 214, Watertown, CT 06795 Phone: (860) 945-6955 Fax: (860) 274-9540 44 Northwest Drive Watertown, CT 06795 In Association With: fie, 1 QUISENBERRY ARCARI ARCHITECTS, LLC www.cia-archittects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 0602 Sheet Description: CODE AREA PLAN DIAGRAMS Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: RAP Sheet #: I E R190 J CODE INFORMATION KEY CONTINUOUS SMOKE BARRIER CONTINUOUS I HOUR FIRE RATING CONTINUOUS 2 HOUR FIRE RATING MAXIMUM TRAVEL DISTANCE DIRECTION OF EGRESS PATH ACTUAL DOOR/STAIR CAPACITY ALLOWED DOOR/STAIR CAPACITY CALCULATED OCCUPANT LOAD ROOM S.F. TOTAL ALLOWED S.F. ALLOWANCE = OCCUPANTS PER OCCUPANT ACTUAL OCCUPANTS WITH IN SPACE IF ANTICIPATED TO BE LARGER THAN CALCULATED ACTUAL OCCUPANCY LOAD NON SIMULTANEOUS OCCUPANCY FIRE EXTINGUISHER HC ACCESSIBLE ROUTE 1st FLOOR CODE PLAN SCALE:1/81' =1'-0" I st flr 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 AI&at D E S I G N WAA 980-m-" FM80-m-M3 !+rfl c1c KUEGLERASSOCKS 51 Depot St., Suite 214, Wolertown, CT 06795 Phone: (860) 945-6955 Fox: (860)274-9540 T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With momp- QUISENBERRY ARCARI ARCHITECTS, LLC wwtv.ga-architects.co m T (860) 6774594 F (860) 677-8534 318 Main Street Farmington, CT 06032 Sheet Description: 1st FLOOR CODE PLAN Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: RAP Sheet #: Rlial CODE INFORMATION KEY ••••••••••••••••• CONTINUOUS SMOKE BARRIER CONTINUOUS I HOUR FIRE RATING �••�•� CONTINUOUS 2 HOUR FIRE RATING �,X-------MAXIMUM TRAVEL DISTANCE ®- DIRECTION OF EGRESS PATH #O ACTUAL DOOR15TAIR CAPACITY I G51 ALLOWED DOOR/STAIR CAPACITY CALCULATED OCCUPANT LOAD ROOM S.F. TOTAL ALLOWED S.F. ALLOWANCE = OCCUPANTS PER OCCUPANT ACTUAL OCCUPANTS WITH IN SPACE IF ANTICIPATED TO BE LARGER THAN CALCULATED ACTUAL OCCUPANCY LOAD NON SIMULTANEOUS OCCUPANCY FIRE EXTINGUISHER HC ACCESSIBLE ROUTE 2nd FLOOR CODE PLAN SCALE: 1/811 = V-0" 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 !*rfl C4; KU EGLER ASSOCl9ES 51 Depot St., Suite 214, Wotenown, CT C6795 Phone: (860) 945-6955 Fax: (86o) 274-9540 T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: r 1 QUISENBERRY ARCARI ARCHITECTS, LLC n-%%-%v.ga-architects.co m T (860) 6774594 F (860) 677-8534 318 Main Street Farmington, CT 06032 J EQ Sheet Description: 2nd FLOOR CODE PLAN Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: RAP Sheet #: Rlie2 CODE INFORMATION KEY ••••••••••••••••• CONTINUOUS SMOKE BARRIER CONTINUOUS I HOUR FIRE RATING �••�••� CONTINUOUS 2 HOUR FIRE RATING ------- MAXIMUM TRAVEL DISTANCE 34G _ 4 100 3rd FLOOR CODE PLAN SCAI-E:1/811 = V-0" DIRECTION OF EGRESS PATH ACTUAL DOOR/STAIR CAPACITY ALLOWED DOOR/STAIK CAPACITY CALCULATED OCCUPANT LOAD ROOM S.F. TOTAL ALLOWED S.F. ALLOWANCE = OCCUPANTS PER OCCUPANT PACE IF AN CALCULATED ICY \ �k i as L.t Z5 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 Aa&tmt D E S I G N a *a " VAd or 0m0�M�r. ago-m—sm !rt r110-�t�t3 KUEGLER ASSOdPU6 51 Depot St., Suite 214. Woterto", CT 06795 Phone: (860) 945-6955 Fox: (860) 274-9540 T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: VA QUISENBERRY ARCARI ARCHITECTS, LLC %Az%lv.ga-architects. co m T (860) 677-4594 F (860)677-8534 318 Main Street Farmington, CT 06032 Sheet Description: 3rd FLOOR CODE PLAN Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: RAP Sheet #: Rlis3 DEMOLITION KEY REMOVE PORTION OF EXISTING WALL. PATCH WALL DAMAGED FROM DEMOLITION AND PREPARE FOR NEW CONSTRUCTION. a REMOVE EXISTING DOOR PREPARE FRAME FOR NEW HARDWARE AS REQUIRED. 0 REMOVE EXISTING CEILING TILES. ® REMOVE EXISTING PLUMBING FIXTURE AND PARTITIONS AND STORE FOR REINSTALLATION REMOVE EXISTING LIGHT FIXTURES * ELECTRICAL EQUIPMENT AS REQUIRED TO ACCOMMODATE THE NEW WORK. 16 I REMOVE EXISTING FLOOR FINISH. REMOVE EXISTING EQUIPMENT AND FURNITURE. RETURN OR DISPOSE OF AT OWNERS REQUEST. ® REMOVE AND RELOCATE ALL EXISTING MECHANICAL DUCTWORK 4� EQUIPMENT AS REQUIRED TO ACCOMMODATE THE NEW WORK. G.C. TO COORDINATE IN FIELD. 0 REMOVE EXISTING SLAB AS REQUIRED TO ACCOMMODATE NEW WORK. G.C. TO COORDINATE EXACT LAYOUT WITH APPLICABLE CONTRACTOR IN FIELD. 10 REMOVE EXISTING PLUMBING FIXTURES 11 REMOVE EXISTING MARBLE THRESHOLD 12 REMOVE EXISTING LAVATORY MIRROR 13 REMOVE EXISTING RUBBER TREADS AND RUBBER BASE IN STAIRWELL 14 REMOVE EXISTING WALL TILE DEMOLITION NOTES I . DIMENSIONS SHOWN INDICATING DEMOLITION REPRESENT THE GENERAL EXTENT OF WORK ONLY. REFER I V AIVD l OIJRDIIN/AI L VVI I FI l^.VINSI RLICI IVIN PLAINS FOR THE EXTENT OF DEMOLITION REQUIRED. 2. REMOVE ALL CEILING GRIDS AND TILE, TYPICAL. REFER TO REFLECTED CEILING PLANS FOR LOCATION OF CEILINGS TO REMAIN, INCLUDING BUT NOT LIMITED TO; 1 ST AND 2ND FLOOR BATHROOMS, TRAY CEILING IN BANK BRANCH, PARTIAL TRAY CEILING IN 3RD FLOOR BOARD ROOM, AND STAIR CEILINGS. NOTES A. ALL PHONE DATA, TELEPHONE, AND SECURITY WIRING AND NEW INSTALLATION ARE TO BE COORDINATED WITH ROCKVILLE BANK INFORMATION TECHNOLOGIES STAFF PRIOR TO ALL WORK. n14_..... O. . ... .... . O _... 00 SCALE:1/8tt = 1'-01t D SAWCUT AND PORTION OF I WALK OF OG S I J K L M REMOVE EXTERIOR DOOR AND PREP OPENING FOR NEW STOREFRONT REMOVE SLAB AND FOUNDATION AS NECESSARY FOR CONDUIT REFER TO MAP AND STRUCTURAL DWGS FOR MORE INFORMATION O 1N REMOVE EXISTING CERAMIC TILE DORIDER€AND WALK OFF MAT. PREP SLAB FOR NEW FINISH SEE FINISH DWGS. 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 Aa&wt D E S I G N VW! ra KUEGLERAS90CIR M 51 Depot St., Suite 214, Wolerlown, CT 06795 Phone: (860) 945.6955 Fox: (a60)274-9540 T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: r 1 IF A :...... ..... QUISENBERRX ARCARI ARCHITECTS, LLC %v%v%v.ga-architects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 �z - O z ....... U w _.. "z w z C Sheet Description: 1st FLOOR DEMOLITION PLAN V A Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: RAP Sheet #: DEMOLITION KEY ❑ REMOVE PORTION OF EXISTING WALL. PATCH WALL DAMAGED FROM DEMOLITION AND PREPARE FOR NEW CONSTRUCTION. REMOVE EXISTING DOOR PREPARE FRAME FOR NEW HARDWARE AS REQUIRED. REMOVE EXISTING CEILING TILES. ® REMOVE EXISTING PLUMBING FIXTURE AND PARTITIONS AND STORE FOR REINSTALLATION W REMOVE EXISTING LIGHT FIXTURES * ELECTRICAL EQUIPMENT AS REQUIRED TO ACCOMMODATE THE NEW WORK. © REMOVE EXISTING FLOOR FINISH. REMOVE EXISTING EQUIPMENT AND FURNITURE. RETURN OR DISPOSE OF AT OWNERS REQUEST. W REMOVE AND RELOCATE ALL EXISTING MECHANICAL DUCTWORK * EQUIPMENT AS REQUIRED TO ACCOMMODATE THE NEW WORK. G.C. TO COORDINATE IN FIELD. REMOVE EXISTING SLAB AS REQUIRED TO ACCOMMODATE NEW WORK. G.C. TO COORDINATE EXACT LAYOUT WITH APPLICABLE CONTRACTOR IN FIELD. 10 REMOVE EXISTING PLUMBING FIXTURES 11 REMOVE EXISTING MARBLE THRESHOLD 12 REMOVE EXISTING LAVATORY MIRROR 13 REMOVE EXISTING RUBBER TREADS AND RUBBER BASE IN STAIRWELL 14 REMOVE EXISTING WALL TILE DEMOLITION NOTES I . DIMENSIONS SHOWN INDICATING DEMOLITION REPRESENT THE GENERAL EXTENT OF WORK ONLY. REFER TO AND COOKDINATE WITH CONSI KUGI [ON PLANS FOK THE EXTENT OF DEMOLITION REQUIRED. 2. REMOVE ALL CEILING GRIDS AND TILE, TYPICAL. REFER TO REFLECTED CEILING PLANS FOR LOCATION OF CEILINGS TO REMAIN, INCLUDING BUT NOT LIMITED TO; 1 ST AND 2ND FLOOR BATHROOMS, TRAY CEILING IN BANK BRANCH, PARTIAL TRAY CEILING IN 3RD FLOOR BOARD ROOM AND STAIR CEILINGS. NOTES E AND 5ECU WIRING A. ALL PHONE DATA TELEPHONITY R AND NEW INSTALLATION ARE TO BE COORDINATED WITH ROCKVILLE BANK INFORMATION 7E0HNOLOG/E5 STAFF PRIOR TO ALL WORK. S.I......... 00 __ ............. .......................... a.............................................................:.............................................................-........................................................................ ................ ..................L........ 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".......... � ..".........."....,..............._, e "..,..._..". 22G ❑❑ of f ICE n W I II 1411 `\ 1 II I3-4 8-8 \ 3-4 \ 3-ffitE 172-1-5-1 OFFICE CONFERENCE _Mal I 211 i I 211 I'-2" 1'-2" ` ❑% W 221 222224 OFFICE `• ..........................................:......:.................... .... ............. ..... �WW �WW flWW... .. ...W...S...6...._ F FIF O i In 1711� �® E 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 Aa&at D E S I G N MOW �t N0�1-�tf0 RE.n.,-W13 !O'Arl C4; Kl1 EGLER ASSOCIlUES 51 Depot St., Suite 214, Wotertown, CT 06795 Phone: (860) 945-6955 Fox: (860) 274-9540 T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: QUISENBERRY ARCARI ARCHITECTS, LLC w%«v.ga-architec ts. com T (860) 677-4594 F (860) 677-8534 318 ;Main Street Farmington, CT 06032 Of Description: 2nd FLOOR DEMOLITION PLAN Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: RAP Sheet #: Dlis2 REMOVE 5U5PE CEILING REMOVE ANY EXISTING BATT INSULATION 3V8' METAL STU TO REMAIN V.I.I REMOVE LAYER GYPSUM BOAR[ WALL SECTION SCALE:1/2" =1'-0" EXISTING ROOF DECKING EXISTING STRUCTURE SUSPENDED CEILING TO REMAIN IN PLACE DURING CONSTRUCTION GYPSUM WALLBOARD TO REMAIN IN PLACE VERIFY USE FOR UL RATING 410 DEMOLITION KEY REMOVE PORTION OF EXISTING WALL. PATCH WALL DAMAGED FROM DEMOLITION AND PREPARE FOR NEW CONSTRUCTION. ❑2 REMOVE EXISTING DOOR PREPARE FRAME FOR NEW HARDWARE AS REQUIRED. REMOVE EXISTING CEILING TILES. ® REMOVE EXISTING PLUMBING FIXTURE AND PARTITIONS AND STORE FOR REINSTALLATION 0 REMOVE EXISTING LIGHT FIXTURES * ELECTRICAL EQUIPMENT AS REQUIRED TO ACCOMMODATE THE NEW WORK. © REMOVE EXISTING FLOOR FINISH. ❑7 REMOVE EXISTING EQUIPMENT AND FURNITURE. RETURN OR DISPOSE OF AT OWNERS REQUEST. ® REMOVE AND RELOCATE ALL EXISTING MECHANICAL DUCTWORK * EQUIPMENT AS REQUIRED TO ACCOMMODATE THE NEW WORK. G.C. TO COORDINATE IN FIELD. 9❑ REMOVE EXISTING SLAB AS REQUIRED TO ACCOMMODATE NEW WORK. G.C. TO COORDINATE EXACT LAYOUT WITH APPLICABLE CONTRACTOR IN FIELD. 10 REMOVE EXISTING PLUMBING FIXTURES 11 REMOVE EXISTING MARBLE THRESHOLD 12 REMOVE EXISTING LAVATORY MIRROR 1131 REMOVE EXISTING RUBBER TREADS AND RUBBER BASE IN STAIRWELL 14 REMOVE EXISTING WALL TILE DEMOLITION NOTES I . DIMENSIONS SHOWN INDICATING DEMOLITION REPRESENT THE GENERAL EXTENT OF WORK ONLY. REFER TO AND COORDINATE WITH CONSTRUCTION PLANS FOR THE EXTENT OF DEMOLITION REQUIRED. 2. REMOVE ALL CEILING GRIDS AND TILE, TYPICAL. REFER TlTV PFIFLF"LFVI !li`FLiLIAIVIV PI AAIC G/1D ITnC 1 L/11VJ I \.11\ LIJIiNI IUIV VI CEILINGS TO REMAIN, INCLUDING BUT NOT LIMITED TO; 15T AND 2ND FLOOR BATHROOMS, TRAY CEILING IN BANK BRANCH, PARTIAL TRAY CEILING IN 3RD FLOOR BOARD ROOM, AND STAIR CEILINGS. I I 71 IN NC)'T'ES A. ALL PHONE, DATA, TELEPHONE AND SECURITY WIRING AND NEW /N.STALLATION ARE TO 3E COORDINATED WITH ROC/Kv 1/ 3A/Vi\/IV/LOIvv/nT0/V//LC,//VVLOV/L✓✓y FF PRIOR TO ALL WORK. i...... .. ...... .. ......... ......... ... ...... ... . ..... .. ...... ........ . ..... .................... .... .................... .... ................ ........ ...... ..................................................................... ............. ..... .... ................... .... ................. 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I.01. 11 _. _ _. 320. __,. __ _ _ ,_. __. m. ___ BREAK OFFICE __.. OFFICEt ROOM SUITE 5; ❑w OFFICE SUITE __ [323 1❑ =i 322 SUITE 305 L51© i ` Mal 3 18 �© L�® �® REMOVE DOOR AND FRAME IF �© ❑® L =_ REQUIRED FOR NEW DOOR ❑ j \ RATING AND SEALS. REFER TO 0 �� ❑ i \ CONSTRUCTION DWGS CORRIDOR ❑5 © 1❑ _..............._w. 301 ... .. .0 �.: 7 w...._........ -------------- ••ac.w waec{ ❑, \ate• mr.� � z 2 1❑ DN PARTIAL DEMOLITION OF STAIR STOK. { WALLS REFER TO 2/D 1.3 NETWORK 523 3 I it OFFICE 16 3❑ 5 1C € UP ❑� �_ ❑5 F 1 _ Da ( �® 1 `:_.:. OFFICE OFFICE 3F4 E 5 OFFICE : _ ._...... ............... SUITE 5 © _.,_. ®.....:........_.�. _ REMOVE WALL CONST AS �� � .�.-._.,. ..0.�. , .� _.... .� .....�._,,,.... ,... _......,..�.._ _ =t x REQUIRED FOR 11M FRAMES, ❑ COORDINATE W/CONST. ❑® a � DWGS. TYP. -211 jIt I'-211 I'-2" 3'-411 3'-4" 3'-41 L 2❑ 3'-41I IR „FRI OFFICE CONFERENCE OFFICE 0® OFFICE OFFICE 310 OFFICE 312 ❑ 0 3 I I 0© _ 308 309 F! t 2 m. ,,.. o® a® oa 1 3rd FLOOR DEMOLITION PLAN SCALE:1/8" = V-0" 40 C01d Sprrly Rosa Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 AWKWIt D E S I G N Ib"A aft-M-11I1b ra KU EGLER ASSOCIEQE,S 51 Depot St., Suite 214, Watertown, CT 06795 Phone: (860) 945-6955 Fox: (860) 274-9540 Watertown, CT 06795 In Association With: r�� 1 QUISENBERRY ARCARI ARCHITECTS, LLC w%v%v.ga-architects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 A Sheet Description: 3rd FLOOR DEMOLITION PLAN Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: RAP Sheet #: Dlila3 r J:Z ........ ... ......... ...... ... ................... ... ................. . ... .. ................ .... ................... .... ................... ............ .... .................... .... . ........... .... ................... ........... ... ................... — — — — — — — — — — — — — — — — — — — — -- .................. ... ................... . . . ....... .... .... ............... .... ............... . .... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L ---- — — — — — — — — — — — — — — — — — — -- — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE: 1/811 = 11-0" S 01 d U "s 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 Aa&at D E S I G N 0 N10 ma vAd wo "110W4 Now W-M-lM ft 100-m-" i fl C4; KlUEGLERASSOCKS 51 Depot St., Suite 214. Woterlown, CT 06795 Phone: (860) 945-6955 Fox (860) 274-9540 Watertown, CT 06795 In Association With: .. ......... 'W QUISENBERRYARCARI ARCHITECTS, LLC Nv%v%v.qa-architccts.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 Sheet Description: ROOF DEMOLITION PLAN Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: RAP Sheet #: D 1 169 4 SYMBOLS LEGEND CXID I IIVb VVHLL WALL TO BE DEMOL15HED NEW STUD WALL ROOM ROOM NAME / ® ROOM NUMBER ODOOR IDENTIFICATION (SEE A/5. 1) wimn nw 1DFNTIF1(-AT1(-)NJ (-c)FF A/5, 1 ) O WALL IDENTIFICATION (5EE A/4.0) II � EXISTING DOOR NEW DOOR DOOR LEGEND EXISTING DOOR AND FRAME TO REMAIN WITH NEW HARDWARE, g EXISTING DOOR AND FRAME. MODIFY AND PREP FRAME A5 REQUIRED FOR NEW ELECTRIC 5TRIKE AND CARD READER TO BE ADDED BY BANK VENDOR DO I /-1OVIC rf u. C' CTII Ili - A L AC I 1 1r11t 1 A AIt1 fJoco NEW DVIIV GCI01 IIVh F F^IVIL. IVIVVII I HINU F I\LF FRAME AS REQUIRED FOR NEW ELECTRIC STRIKE AND CARD READER TO BE ADDED BY BANK VENDOR NEW DOOR AND FRAME. ELECTRIC STRIKE AND CARD READER TO BE ADDED BY BANK VENDOR NEW 45MIN. FIRE RATED DOOR, WITH APPROVED CLOSERS AND GASKETING A5 REQUIRED NEW DOUBLE DOORS AND FRAMES. NEW ELECTRIC STRIKE AND CARD READER TO BE ADDED BY BANK VENDOR ©NEW DOUBLE HINGED CLOSET DOOR PANEL5 AND FRAME IS NEW BIFOLD CLOSET DOOR AND FRAME NOTES: • ALL DOORS ARE 3'011W x 7'-01'H , UNLESS SPECIFIED OTHERW15F • SEE A5. 1 FOR ALL ELEVATIONS �14 O................... ... ................... ... (:D ............. . .. ... ................... .. 00 SCALE:1/8t' =1'-0" NEW PLANT AND MULCH D MATERIAL A5 REQUIR D TO E OF BLEND WITH EXISTING AT THE REMOV NL OF CONCRETE WALK NEW FIXED AL MINUM HINDOW — _ STOREFRONT OCR ELECTRICAL CONDUIT CHASE. COORDINATE DEPTH WITH PROPOSED CONDUIT SEE MEP DWGS O 0 1*1 00 00 40 Cold Spring Road ROCKY I-IIII, C I uouo7 T (860) 257 - 4900 F (860) 257 - 4899 AI&mt U t � I V IN IN W&NSA Wbeit ago- � 24�106= 63 !O'Arl C4; K!lpwLt=Q Ar�,ATW 51 Depof St., Suite 214, Watertown, CT 06795 Phone: (860) 945-6955 Fox: I860I 274-9540 T (203)725-6335 ' ac Northwest nFiVe Watertown, CT 06795 In Association With: OUISENBERRY ARCARI ARCHITECTS, LLC 1vw%v.ga-architects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 Sheet Description: 1st FLOOR PLAN Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: RAP Sheet #: Al • SUSPENDED ACT CEILING SYMBOLS LEGEND EXISTING WALL WALL TO BE DEMOLISHED 0 NEW STUD WALL ROOM ROOM NAME / -� ROOM NUMBER ODOOR IDENTIFICATION (SEE A/5. 1) O WINDOW IDENTIFICATION (SEE A/5. 1) O WALL IDENTIFICATION (SEE A/4.0) EXISTING DOOR NEW DOOR 17A EXTEND GYPSUM TIGHT TO EXISTING ROOF DECK. APPLY ACOUSTICAL INSULATION AND CAULK AT JOINTS, PENETRATIONS AND DECK VOLUTES TO INSURE COMPLETE SEAL. 1. BPI I'-2"± VERIFY GYP SOFFIT TO BE ALIGNED REFER TO STRUCTURAL DRAWINGS AND PARTITION MANUFACTURERS DRAWINGS FOR DIMENSIONS AND SUPPORT REQUIREMENTS SECTION DOOR LEGEND EXISTING DOOR AND FRAME TO REMAIN WITH NEW HARDWARE. EXISTING DOOR AND FRAME. MODIFY AND PREP FRAME 8 I AS REQUIRED FOR NEW ELECTRIC STRIKE AND CARD READER TO BE ADDED BY BANK VENDOR NEW DOOR IN EXISTING FRAME. MODIFY AND PREP DO I FRAME AS REQUIRED FOR NEW ELECTRIC STRIKE AND CARD READER TO BE ADDED BY BANK VENDOR NEW DOOR AND FRAME. ELECTRIC STRIKE AND CARD READER TO BE ADDED BY BANK VENDOR NEW 45MIN. FIRE RATED DOOR, WITH APPROVED CLOSERS AND GASKETING AS REQUIRED NEW DOUBLE DOORS AND FRAMES. NEW ELECTRIC STRIKE AND CARD READER TO BE ADDED BY BANK VENDOR NEW DOUBLE HINGED CLOSET DOOR PANELS AND FRAME NEW BIFOLD CLOSET DOOR AND FRAME NOTES: • ALL DOORS ARE 3'0"W x 7'-O"H , UNLESS SPECIFIED OTHERWISE • SEE A5. 1 FOR ALL ELEVATIONS EXISTING STRUCTURE SEE STRUCTURAL DRAWINGS AND MANUFACTURERS REQUIREMENTS HANGER ROD SEE STRUCTURAL DRAWINGS AND MANUFACTURERS REQUIREMENTS 2 LAYERS GYPSUM WALLBOARD SOUND ATTENUATION BATT INSULATION 4,1 MINERAL WOOL 2'-4"± VERIFY 2 LAYERS GYPSUM WALLBOARD GYP SOFFIT TO BE ALIGNED NEAR WALL MOVEABLE PARTITION REFER TO MANUFACTURERS SPECS SELF LEVELING CONCRETE FLOOR COMPOUND AS REQUIRED BY FLOOR MANUFACTURER FOR VARIANCES IN EXISTING SLAB G" METAL STUD FRAMING. SISTER D I UU0 AI PA-1-1 T 1 1 1UN UEN 1 CK LINE REFER TO STRUCTURAL DRAWINGS ANC MANUFACTURERS DRAWINGS FOR DIMEI SUPPORT REQUIREMENTS %" GYPSUM WALLBOARD EXISTING COLUMN. VERIFY DIMENSIONS AND ORIENTATION TO ALLOW FOR G" STUD WALL PLAN MOVEABLE PARTITION DETAILS SCALE: 3" = V-0" HUFCOR UNISPAN SERIES G32 - PAIRED PANEL MOVEABLE PARTITION REFER TO FINISH AND MANUFACTURERS DRAWINGS IVIV V L/1VLL 1 /'ll\1I I IVIV 1\LI LI\ TO MANUFACTURERS SPECS HUFCOR UNISPAN SERIES G32 - PAIRED PANEL INTERLOCKING PANEL JOINT MOVEABLE PARTITION REFER TO FINISH AND MANUFACTURERS DRAWINGS O.... ... ................... ... Ln LU U C VERIFY EXISTI r A3 2 WOMEN i ..: LARGE A .2 204 m i CLST. MEETING N A5.1 D04 I - 240 ..................... 24.................. .... ... ................ .... .............. . C>LOS.E................. .... ... ................. ... o................ .........................................................................................tr. 208 OFFICE _ ; c TYP r� 209 E2E0!� D04Ex _ i C i I O 71 GII 31-0" D04 N 38'-411 n _1 ORIGINATIO U EQ OFFICE ... ......... _ 1210 b... ..... ... :.................................................................................................................................................................................... .. . O ,.. ........ c� D04 (l21(;IN14T1(lM � B _ < B 222 2 2.2 4.. 2.2.5 is q..2 .. ......,........... .... ........... -...... .... .................... .... ................. 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 Aa&wt D E S I G N a "aV*M�� iMt rm 10-111111011-mm-11m r+fl C4; Kl1EGLERAS90CIATES 51 Depot St., Suite 214. wotertown, CT 06795 Phone;(860) 945-6955 Fax: (860) 274-9540 Sheet Description: 2nd FLOOR PLAN Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: RAP Sheet #: A192 FIRE BLOCKING, CAULKING, AND SEALANT AS REQUIRED BY UL RATING NEW SUSPENDED CEILING NEW UL RATED BA INSULATION METAL STUDS TO REMAIN NEW TYPE X LAYER OF UL RATED GYPSUM BOARD WALL SECTION SCALE:1/2" = V-0" 5YM13OL5 LEGEND EXISTING WALL WALL TO BE DEMOLISHED 0 NEW STUD WALL ROOM ROOM NAME / ® ROOM NUMBER ODOOR IDENTIFICATION (SEE A/5.1) O WINDOW IDENTIFICATION (SEE A/5. 1) O WALL IDENTIFICATION (SEE A/4.0) EXISTING DOOR NEW DOOR DOOR LEGEND n EXISTING DOOR AND FRAME TO REMAIN WITH NEW �j HARDWARE. EXISTING DOOR AND FRAME. MODIFY AND PREP FRAME 8 AS REQUIRED FOR NEW ELECTRIC STRIKE AND CARD READER TO BE ADDED BY BANK VENDOR D01 NEW DOOR IN EXISTING FRAME. MODIFY AND PREP FRAME AS REQUIRED FOR NEW ELECTRIC STRIKE AND CARD READER TO BE ADDED BY BANK VENDOR NEW DOOR AND FRAME. ELECTRIC STRIKE AND CARD READER TO BE ADDED BY BANK VENDOR NEW 45MIN. FIRE RATED DOOR, WITH APPROVED CLOSERS AND GA5KETING AS REQUIRED NEW DOUBLE DOORS AND FRAMES. NEW ELECTRIC STRIKE AND CARD READER TO BE ADDED BY BANK VENDOR NEW DOUBLE HINGED CLOSET DOOR PANELS AND FRAME NEW BIFOLD CLOSET DOOR AND FRAME NOTES: • ALL DOORS ARE 3'0"W x 7-0"H , U N LE55 SPECIFIED OTHERWISE • SEE A5. 1 FOR ALL ELEVATIONS EXISTING ROOF DECKING EXISTING STRUCTURE NEW WALL ASSEMBLY EXTEND TO STRUCTURE ABOVE PATCH AS REQUIRED TO MAINTAIN RATING NEW SUSPENDED CEILING N' z g c� I tU U' 0 WALL MUST MEET LU REQUIREMENTS FOR LU I HOUR RATED - ASSEMBLY UL#419 0 0') SEALANT AS REQUIRED FOR I HOUR RATED ASSEMBLY (m SCALE:1/8" = 1'-0" .r 40 Cold Spnng Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 Aa&at D E S I G N � >�� RUN 80-m—" rWan-m-ma r r +fl c1c KU EGLER ASSOCVUB 51 Depot St., Suite 214, Wolertown, CT 06795 Phone: (860) 945-6955 fox: (860) 274-9540 T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: QUISENBERRY ARCARI ARCHITECTS, LLC %vNv%v.ga-architec ts.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 Sheet Description: 3rd FLOOR PLAN Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: RAP Sheet #: Alie3 WOOD NAIL[ INSULATION EXISTING STRUC1U].,_ TYPICAL CURB DETAIL SCALE: 3" = 1'-0" „ SIN' "ENER AND METAL I O.C. MAX. � EPDM MEMBRANE THI5 DETAIL 15 FOR LAYOUT PURPOSES ONLY AND 15 NON -SYSTEM SPECIFIC. REFER TO APPROPRIATE BASE TIE-IN DETAILS FOR SYSTEM SPECIFIC 5ECUREMENT OPTIONS. TYPICAL CORNER DETAILS SCALE: 3" = V-0" NOTES: I . REFER TO ROOFING MANUFACTURER FOR NA/1GT CURRENT INFORMATION 2. REFER TO MEP AND STRUCTURAL DWG5 FC LOCATIONS 3. REMOVE ALL EXISTING FLA5HING5, LEAD, E SURFACE MUST BE FREE OF ALL RUST, GRE INSULATION, ETC 4. PIPE MUST BE ANCHORED TO ENSURE 5TAI 5. CLAMPING RING AROUND TOP OF FORMFLP ACCEPTABLE G. WHEN OUTSIDE DIAMETER OF THE PIPE EXC ADDITIONAL FIELD MEMBRANE 5ECUREMEN 7. APPLY LAP SEALANT AROUND ENTIRE PERIM FLASHING TYPICAL PIPE/DUNNAGE DETAIL SCALE: 3" = 1'-0" NEW ROOF FASTENER IN5ULATI01 NOTES: I . REFER TO ROOFING MANUFACTURER FOR M05T CURRENT INFORMATION 2. REFER TO MEP AND STRUCTURAL DWG5 FOR LOCATIONS 3. BONDING ADHESIVE REQUIRED BETWEEN MEMBRANE AND INSULATION FOR FULLY ADHERED SYSTEMS TYPICAL PATCH DETAIL SCALE: 3" = V-0" NOTES: 1. REFER TO ROOFING MANUFACTURER FOR M05T CURRENT INFORMATION. 2. REFER TO MEP AND STRUCTURAL DWG5 "IF`"' P T.U. REFER TO MEP AND STRUCTURAL DWG5 AND MEMBRANE OR CURB FLASHING JER AND METAL PLATE AT 1 2" O.C. MAX. IG EPDM MEMBRANE JG RIGID ROOF INSULATION T/FLIT OR DUNNAGE PIPE ANT =ORMED EPDM RING BOOT ANT F MEMBRANE LATION 17ING DECKING AND STRUCTURE WOOD NAILER SEALANT MEMBRANE LAP EXISTING MEMBRANE EXISTING STRUCTURE ROOF NOTES: I . MECHANICAL WORK 15 TO BE PHASED REFER TO MEP AND STRUCTURAL DRAWINGS FOR MORE INFORMATION 2. PATCH AND REPAIR ROOF AS REQUIRED A5 WORK PROGRE55E5 3. AREAS OF WORK SHOWN ARE DIAGRAMMATIC. REFER TO ROOFING MANUFACTURER FOR LAP AND REPAIR REQUIREMENT5 4. DETAIL5 ARE SHOWN FOR REFERENCE ONLY REFER TO ROOFING MANUFACTURER FOR EXACT DETAILS AND SPECIFICATIONS TO ENSURE ANY WARRANTY. SCALE:1/8" = V-0" ROOF ADD ALTERNATE: I . NEW EPDM ROOF SYSTEM EQUAL TO FIRESTONE 'EPDM PLATINUM' SYSTEM WITH 30 YEAR WARRANTY. REFER TO ROOFING MANUFACTURER FOR INSTALLATION PROCEDURES AND METHODS RELATIVE TO EXISTING ROOF CONDITION AND TYPE. 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257.4900 F (860) 257 - 4899 e a&mt D E S I G N Wm My" cram a�0�f-�10 !rc MO -a U3 !*rfl C4; KUEGLERAS90g1T6 51 Depot St., Suite 214. Wotertown, CT 06795 Phone: (860) 945-6955 Fox: (8601274-9540 Watertown, CT 06795 In Association With: QUISENBERRY ARCARI Sheet Description: ROOF PLAN Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: �A I235 Drawn By: RAP Sheet #: EXISTING OR NEW WALL CONSTRUCTION TOP PLAN BOTTOM EXTEND STUDS GYPSUM BOARD G" (MIN.) ABOVE CEI LI It'll' G FINISH CEILING. SEE CEILING PLAIN FOR Vl^lTL✓, TYPE 41 HEIGHT s' METAL FURRING 1ANNEL @ I G" O.C. \YER OF 5/g' GYPSUM ARD, I SIDE WOOD BLOCKING AT 3E 7/8" METAL STUD F U RRI N G MIN. 5TC RATING: N/A FIRE RATING: NONE 2 1 /2" METAL 5TU D FU RRI N G MIN. 5TC. RATING: N/A FIRE RATING: NONE TOP PLAN RnTTnn n FINISH CEILING. SEE CEILING PLAN FOR NOTES, TYPE HEIGHT DUND ATTENUATING BATT SULATION %8' METAL STUD FRAMING @ I G" O.C. \YEKOF5/yTYPE X '5UIv1 BOARD OTH )ES @ TYPE D I AYERS OF 5/" TYPE X 'SUN/1 BOARD OTH )ES @ TYPE D2 S' METAL TRACK 3 5/8" METAL STUD PARTITION MIN. 5TC RATING: 51 FIRE RATING: NONE 50UND TEST: P4\L-TL-90-1 GG 35/8' METAL TRA 1 . FIRECODE GYPSUM BOARD IN A ONE OR TWO HOUR RATED PARTITION MUST BEAR THE U.L. CLASSIFICATION. 2. ALL FIRE AND SMOKE RESISTANT SEPARATIONS ARE TO EXTEND OR BE EXTENDED TO THE UNDERSIDE OF FLOOR OR ROOF DECK ABOVE, TYPICAL. 3. FOR SMOKE RESISTANT SEPARATIONS, PROVIDE FIRE SAFING AND SEALANT AT FLOOK, METAL DECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OF SMOKE, PER APPROVED U.L. ASSEMBLY 4. FOR ALL FIRE RATED PARTITIONS, PROVIDE FIRE SAFING AND SEALANT AT FLOOR, METAL DECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OF SMOKE PER APPROVED U.L. ASSEMBLY. THE FIRE SAFING AND SEALANT SYSTEM MUST MAINTAIN THE RATING OF THE SEPARATION. 5. AT ALL NON -RATED PARTITIONS, FILL ALL VOIDS INCLUDING METAL DECK FLUTES WHERE PARTITIONS MEET THE STRUCTURE ABOVE WITH BATT INSULATION. G. AT ALL NON -RATED PARTITIONS, FILL ALL VOIDS BETWEEN PIPES, ELECTRICAL CONDUITS, DUCTWORK, ETC. WHERE THEY PENETRATE WALLS, WITH BATT INSULATION, REF. MEP DWGS. FOR ADDITIONAL REQUIREMENTS. 7. PROVIDE SMOKE DAMPERS AT ALL MECHANICAL PENETRATIONS THROUGH ONE HOUR RATED SMOKE BARRIERS. REF. MECH. DWGS. FOR ADDITIONAL REQUIREMENTS. 8. PROVIDE FIRE DAMPERS AT ALL MECHANICAL PENETRATIONS THROUGH TWO HOUR (AND GREATER) FIRE RATED PARTITIONS, REF. MECH. DWGS FOR ADDITIONAL REQUIREMENTS- 9. EXTEND ALL METAL STUD PARTITIONS TO THE UNDERSIDE OF DECK/STRUCTURE, UNLESS OTHERWISE NOTED. 10. METAL STUD CONTRACTOR TO PROVIDE AND COORDINATE PLACEMENT OF METAL STUD SLIP TRACKS AT ALL STUD WALLS BUILT ON TOP OR UNDER STRUCTURAL STEEL BRACING FRAMES, TYPICAL. SIMILAR CONDITION APPLIES WHERE METAL STUDS ATTACH TO THE UNDERSIDE OF ROOF DECK AT THE MIDDLE 1 /3RD OF A SPAN GREATER THAN 1 5' 1 1. SEE WALL TYPES FOR ADDITIONAL INFORMATION. 12. PROVIDE MOISTURE RESISTANT GWB IN LOCATIONS SUBJECT TO MOISTURE (INCLUDING BUT NOT LIMITEED TO BATHROOMS, TOILET ROOMS, SHOWER ROOMS * LOCKER ROOMS). TOP BOTTOM \ \\\\\\\\\ EXTEND STUDS * GYPSUM BOARD TO STRUCTURE AROVE FINISH CEILING. SEE CEILING PI An[ Fnr? nInF TC, TVPtk Lr`IIVI\IVV IL✓, F I11 LY HEIGHT DUND ATTENUATING GATT SULATION %S' METAL STUD FRAMING @ I G" O.C. NYEK OF 5/8' TYPE X 'SUM BOARD, BOTH )ES @ TYPE C I C 3 5/8" METAL STUD PARTITION MIN. 5TC RATING: 51 FIRE RATING: NONE 50UND TEST: PAL-TL-90-1 GG 3 5/8" 1 HOUR RATED METAL STUD PARTITION MIN. 5TC RATING: 51 FIRE RATING: I HP. UL DE51GN NO.: U41 9 SOUND TEST: PAL-TL-90- I GG ON ONE SIDE EXTEND GYPSUM BOARD TO STRUCTURE ABOVE R2ArF ACC, PFr)l IIRFn VARIES TOP PLAN ON ONE SIDE EXTEND GYPSUM BOARD G" BEYOND CEILING FINISH CEILING. SEE (-FII IN(, PI AN FnR NOTES HEIGHT 3%" METAL STUD FRAMING @ I G" O.C. SOUND ATTENUATING GATT INSULATION I LAYER OF V FIBER REINFORCED GYPSUM BOARD, BOTH SIDES OF CAVITY 35/8" METAL TRACK RnTTnn A PLUMBING CHASE MIN. 5TC RATING: 47 FIRE RATING: NONE 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 °advent D E S I G N 55 North Main Street West Hartford, CT 06107 860-561-6210 Fax 860-561-6213 KUEGLERASSOWIR S 51 Depot St., Suite214, 6 Waterto", 06795 Phone: (860) 945-6955 Fox: (860) 274.9540 x �AHINECTUFi :..��3�� I� .. c�yy T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: � 'I QUISENBERRY ARCARI ARCHITECTS, LLC wNv%v.ga-architects.com T (860) 6774594 F (860) 677-8534 318 ;Main Street Farmington, CT 06032 Sheet Description: GENERAL NOTES I Issue Dates: AUGUST 10, 2012 Scale: Project #: �A 1235 Drawn By: Sheet #: A44oO -7 61-31' 41-711 ........... ................................ ........................................ ...................... .... ....................... . .... ...................................... I .......................... .. ........................................ MEN ®-� 10DOI F5'-o\MIN. 31-01 31-01 CORK V CLEA i / i T: 41-2" 51-1 11 1 I -Gil _J M.............. ....... ...... . .. ................ ....... ....... ...... ... ............... ..... . ... ... ....... . .... . .... ........ ...... ..... . .......................................... :31 DOI O ... . ... .... . V . ........................... . ...... ...... .................................... ........ . ...... 0 ... .. ... ..... .................. ...... 5h5HWP ........ JAN ... ....... ...... 1 T 1302a 303 G* Gil U 31 Dit I I -Gil CLEP,. � CL/ O m 77— LU 5-0 41N. !/O 3 CL G'-7 WOMEN LLA U-0-41 . .. ... ................... ....... ....... ..... ........................ -/ ........... ...... e .... ....... .. ... .... ..... ..... .............D03........... ................................ . ........ . . .. ... .... . PA 311 51-411 -X ELEC. 7 -M F305 O CLEAP, ............ 0 . .................... ...................... .... ( .. .... . ....... ...... .... ... . ..... ...... ... ... ... ..... ......... ... 77 O CI < 101-4511 6I-011 6l-511 3rd FLOOR ENLARGED TOILET/SHOWER PLAN SCALE: 1/8" = V-0" .... . . . . . .. ...... ' 2,N 01 do 40 Cold Spring Road Rocky Hill, CT 06067 g" ,N VMS X T (860) 257 - 4900 a n F (860) 257 - 4899 ON L Aadveft T (203) 725-6335 D E S I IS N 44 Northwest Drive a lba ma sh" Watertown, CT 06795 Wad I i ar a MOP - In Association With: ra W.-M-M3 ►� I ... :1 .......... KUEGLERASSOCKE ....... QUISENBFRRYARCARI 51 Depot St., Suite 214, ARCHITECTS, LLC Woterto", CT 06795 Phone: (M) 945-6955 %vvv%v.qa-architects.corn Fax: (860) 274-9540 T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 _-D Sheet Description: ENLARGED FLOOR PLANS Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: RAP Sheet #: A5 90 6111111 A" C rl All O Nk t @@ • R.M-333 2'-0" CLEAR. OPENING DC 4.... ....... 0 KM- 143, 245 5'-0"W CLEAR, OPENING 141-411 C2" 21 QII 211 21 QII 211 21-2111 8" I ci rA 6D \CV 0 0 0 —1 0 Q) N G') O C\J FES ,SEE -AL FRAME )OOPI DR, DETAILS NICHOR. TYPICAL HOLLOW METAL ,'-A 0 -1 NEW GYPSUM BOARD, SEE WALL TYPES NEW METAL STUD, SEE WALL TYPES HOLLOW METAL FRAME PAINTED SEE FINISH ,YV2 e" DRAWINGS 211 Y2" HOLLOW METAL FRAME STOP FAINTED lt7 �__Y4" GLAZING HM FRAME ANCHOR 2x BLOCKING -,,VARIES COORDINATE,,- EXISTING METAL STUD fX15TING GYPSUM VERIFY IN FIELD WALLBOARD TYPICAL HOLLOW METAL GREFER TO INTERIOR DRAWING 13.1 FOR ) QUANTITY Of UNITS TYPICAL HOLLOW METAL FLAME ELEVATIONS SCALE: V2" 1 >1 • R,M-333 2'-0"W DOOR, PANEL • R.M- 143, 245 (2)2'-G"W DOOR, PANELS • ALL ELECTRIFIED DOUBLE DOORS HAVE FLUSH DOLT LEAF. TYPICAL DOOR ELEVATIONS SCALE: Y2" 21-011 01 CV HF / + FIRE RATED lOOR.5, SEE LAN5 FOR RATED ,55EMBLIE5 3'-4" (-2" 31 -011 REFER TO INTEKIOR, DRAWING 13.1 FOR QUANTITY Of UNITS • GLASS DOOR, PANEL AT ALL OFFICES, ALL CONFERENCE ROOMS, BREAK ROOM (135), AND ALL NEW ENTRANCE DOORS REFER TO INTERIOR DRAWINGS FOR ELEVATIONS • FLUSH DOOR PANELS AT ALL STORAGE ROOMS AND CLOSETS. REFER TO INTERIOR, DRAWING 13.1 FOR(D QUANTITY Of UNITS GLAZING TYPES 1 " ANNEALED INSULATED GLAZING I " TEMPERED INSULATED GLAZING Y4" TEMPERED GLAZING Y4" WIRE GLAZING ALUMINUM STOREFRONT GLAZING ELEVATION 5CALE:,V2" LIM 21 All k/ I P 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257.4899 Am%p-nt �VIWA&w D E S I G N or "pimp - 80-M-M3 KUEGLERASSOCVUS 51 Depot St., Suite 214, Wolerto,m Cr 06795 Phone: (860) 945-6955 Fax: (8601274-9540 - -------- ---- 44 Northwest Drive Watertown, CT 06795 In Association With: rAm 16, 1 QUISENBERRYARCARI ARCHITECTS, LLC w-Nvw.qa-architects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 of fSheet Description: PLAN DETAILS AND ELEVAYIONS Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: RAP Sheet #: A5.1 /'\ n I I. A M ARD, FES SEE FAL FRAME )OOPI OR DETAILS ,NCHOR C-A TYPICAL HOLLOW METAL DETAIL @DOOR SCALE: 3" = P-0" NEW GYPSUM BOARD, SEE WALL TYPES NEW METAL STUD, SEE WALL TYPES HOLLOW METAL FRAME PAINTED SEE FINISH DRAWINGS ,V2 211 Y2" HOLLOW METAL FRAME L L STOP PAINTED 4" GLAZING ....... ....... . (S) .................................. . Lu Lu (L a- J —J -J 9 Lu Lu Lu = m n 1 W C\1 (n 11 �VARIES COORDINATE EXISTING GYPSUM VERIFY IN MELD WALLBOARD TYPICAL HOLLOW METAL LAZING HM FRAME ANCHOR, 2x BLOCKING EXISTING METAL STUD un T- LLJ 0 0 0 -RAME • RM-333 2'-0" CLEAR, OPENING R.EfER. TO INTERIOR, DRAWING 13.1 FOR QUANTITY Of UNITS TYPICAL HOLLOW METAL FRAME ELEVATIONS SCALE: XF = P-0" • R.M-333 2'-0"W DOOR, PANEL 0 RM- 143, 245 (2)2'-G"W DOOR, PANELS 0 ALL ELECTRIFIED DOUBLE DOORS HAVE FLUSH BOLT LEAF. TYPICAL DOOR ELEVATIONS SCALE: XF = 1'-0" rl All It .......... ee d'* ::@ • R.M- 143, 245 5'-0"W CLEAR OPENING 21-011 Gil Q -1 ( f ) I J CC, D, FIRE RATED OOR5, SEE 'LAN5 FOR RATED ,55EMBLIE5 OREFER TO INTERIOR DRAWING 13.1 FOR QUANTITY Of UNITS 31-0" Min 02 0 GLASS DOOR PANEL AT ALL OFFICES, ALL CONFERENCE ROOMS, BREAK ROOM (135), AND ALL NEW ENTRANCE DOORS REFER TO INTEPIOP, DRAWINGS FOR ELEVATIONS 0 FLUSH DOOP, PANELS AT ALL STORAGE ROOMS AND CLOSETS. OREFER TO INTERIOR. DRAWING 13.1 ffOP, QUANTITY Of UNITS GLAZING TYPES I" ANNEALED INSULATED GLAZING @ I " TEMPERED INSULATED GLAZING 4" TEMPERED GLAZING Y4" WIRE GLAZING ALUMINUM 5TOREfRONT GLAZING ELEVATION SCALE: Y2" = 1 '-0" Ilk 4% A7, N1 '2,1 All I P ■ Psolidus. 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 D E S I G N III�sked i i KUEGLERA390CVaM 51 Depot St., Suite 214, Wolerlo—, CT 06795 Pho'le: (860) 945-6955 Fox: (W) 274-9540 T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: r � 40A ........... .......... QUISENBERRYARCARI ARCHITECTS, LLC %"%,%N-.qa-architects.com T (860) 677-4594 F (860) 677-853 318 Main Street Farmington, CT 06032 LEJ 0 N4 r" 0 if fSheet Description: PLAN DETAILS AND ELEVAYIONS Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: RAP Sheet #: A5*1 CEILING PLAN SYMBOLS 2X2 SUSPENDED ACOUSTIC TILE CEILING, ARM5TRONG CIRRUS OPEN \ r I t1 A l T 1110, C LAN 5Y5CM-f55b. U—�)EE vIlvTriLl F-\UL) I ILL IIV I UILLI I,,UUIVIO.AILL ALSO FINISH SCHEDULE GYPSUM BOARD OR PLASTER CEILING SEE ALSO FIN►SH SCHEDULE EC EXPOSED STRUCTURE (NC) OR EXISTING CEILING (EC) TO REMAIN. SEE ALSO FINISH SCHEDULE G�1p l\FLJC, ,CFF FI Fr'TPI(—AI n\A//-� V k71II IVl7IRLGJccn GILIVLI—I�/IJJLL LLLI.iI l\IlinL VVVV✓. SURFACE MOUNTED CEILING LIGHTING FIXTURES, SEE ELECTRICAL DWGS. H0 PENDANT MOUNTED CEILING LIGHTING FIXTURES, SEE ELECTRICAL DWGS. 0 GPENDANT LIGHT FIXTURE EQ SCONCE LIGHT FIXTURE PENDANT MOUNTED HALOGEN TRACK LIGHTING EXIT SIGN EMERGENCY LIGHT O TV MOUNTING BRACKET O SPEAKER a p DIFFUSER, SEE MECHANICAL DWGS. • SPRINKLER, SEE FIRE PROTECTION DWGS. HEAT * OR SMOKE DETECTOR, SEE MECHANICAL DWGS. CCTV CAMERA LOCATION x�-- CEILING DETAIL. REFER TO SHEET A/7. 10 NEW CEILING TILES IN EXISTING GRID 13 ................ ... ................... .... ... EXISTING TRAY CEILING BORDER 8 TO REMAIN 7 _ MATCH EXISTING EL. 5 UTILITIES to EC II EC L iF?AkoA J@Ak1VFL1A9 Fe ale ....... o DfTORS )FFI.CE.,.... • 1 st FLOOR CEILING NOTES • ALL DETAIL TAGS REFER TO SHEET A7. 10 • ALL CEILING HEIGHTS IN REWORKED AREAS TYPICAL @ 9'-0" A.P.F. U N LESS NOTED • ALL GRIDS TO BE CENTERED IN OFFICES • ALL SPRINKLER HEADS TO CENTERED IN CEILING TILES • BANK BRANCH CEILING HEIGHT TO MATCH EXISTING • ENTRANCE VESTIBULE CEILING HEIGHT TO MATCH EXISTING • COORDINATE ALL ELECTRICAL, FIRE PROTECTION, AND MECHANICAL WITH MEP DRAWINGS 9'-O" A. F. F. TYPICAL ELAIL I TA � VAULT 11,1� OMM KEN, s••1/ n EC / • )UP0 CORRIDOR � to OUP _..... I = o ......... W—,...... .... ... ........... .�,�......... .......... ........... .... ........... ....... _.I. p OFFICE ..:....... :.... ...... ..... .... 41 0 I .... .... ..... ....0 : m �m 191 STAIR EC 2 i I in i®mRON ►®� SNAG R I............ mOFIE ; • ; 0 OF>=10E 1C _... .......... .... ..................CO SURE °................:.........,................................:...........I............................. ........ o ......................:. I T E....... .......... .r...........�... C ........... ........... t ........ :OFFICE �. I € .. ❑ : ........... .. .......... . ..... .......... ...... ..... .... .... _ .......... ... ,........... IV ........... I ...... ........... ........... EXISTING TRAY CEILING BORDER TO REMAIN 1st FLOOR REFLECTED CEILING PLAN SCALE:1/8't = V-0" m 0 9'-011 A. F.F. TYPICAL 0solidus... 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 Aa&w r D E S I G N m INN& Y1I WAV& Wmit om rm m--ma f*rfl C4; KUEGLERASSOMS 51 Depot St.. Suite 214. Wotertown. CT 06795 Phone: (860) 945-6955 Fox (860) 274-9540 T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: r � QUISENBERRY ARCARI ARCHITECTS, LLC wenv.ga-arch itec ts.co m T' (860) 677-4594 F (860) 677-8534 318 Main L reet Farmington,T 06032 �CpG_ir r a ; x o .> 834 O 19 z 0 z Ln Sheet Description: 1st FLOOR REFLECTED CEILING PLAN Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: RAP Sheet #: A7*1 CEILING PLAN SYMBOLS 2nd FLOOR CEILING NOTES 2X2 SUSPENDED ACOUSTIC TILE CEILING, ARMSTRONG CIRRUS OPEN ® PLAN 5Y5TEM-#556. USES VINYL FACED TILE IN TOILET ROOMS. SEE • ALL DETAIL TAGS REFER TO SHEET A7. I 0 ALSO FINISH SCHEDULE • ALL CEILING HEIGHTS IN REWORKED AREAS TYPICAL " @ 8'-6" A.F.F. UNLESS NOTED GYPSUM BOARD OR PLASTER CEILING • ALL GRIDS TO BE CENTERED IN OFFICES SEE ALSO FINISH SCHEDULE • ALL SPRINKLER HEADS TO CENTERED IN CEILING TILES EC EXPOSED STRUCTURE (NC) OR EXISTING CEILING (EC) TO • COORDINATE ALL ELECTRICAL, FIRE PROTECTION, REMAIN. SEE ALSO FINISH SCHEDULE AND MECHANICAL WITH MEP DRAWINGS O RECESSED CEILING LIGHTING FIXTURES, SEE ELECTRICAL DWGS. mmommolmllimmm SURFACE MOUNTED CEILING LIGHTING FIXTURES, SEE ELECTRICAL DWGS. PENDANT MOUNTED CEILING LIGHTING FIXTURES, SEE ELECTRICAL DWGS. PENDANT LIGHT FIXTURE B C D E F OG H J K L M O0 Ho SCONCE LIGHT FIXTURE PENDANT MOUNTED HALOGEN TRACK LIGHTING EXIT SIGN ; EMERGENCY LIGHT OTV TV MOUNTING BRACKET OS SPEAKER p DIFFUSER, SEE MECHANICAL DWGS. 14 • S.ECURI . • SPRINKLER, SEE FIRE PROTECTION DWGS. EC <............, •24 • 0. 0 El ` ._, ........... .............. p HEAT OR SMOKE DETECTOR, SEE MECHANICAL DWGS. STAIR CCTV CAMERA LOCATION s 12 &- CEILING DETAIL. REFER TO SHEET A/7. 10 12 61 C C C Cl 2nd FLOOR REFLECTED CEILING PLAN SC.ALE:1/8't = 1'-011 TYPICAL `i0, a U 5' 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257.4899 Aa&tmnt D E S I G N Cr OBW rmioo-m--ea KUEGLERASSOCK S 51 Depot St.. Suite 214. Wotertovm. CT 06795 Phone: (860) 945-6955 Fm (860)274-9540 44 Northwest Drive Watertown, CT 06795 In Association With: �` QUISENBERRY ARCARI ARCHITECTS, LLC www.ga-architects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 Sheet Description: 2nd FLOOR REFLECTED PLAN Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: RAP Sheet #: A7*2 CEILING PLAN SYMBOLS 3rd FLOOR CEILING NOTES 2X2 SUSPENDED ACOUSTIC TILE CEILING, ARMSTRONG CIRRUS OPEN • ALL DETAIL TAGS REFER TO SHEET A7. 10 PLAN 5Y5TEM-#556. USEE VINYL FACED TILE IN TOILET ROOMS. SEE • ALL CEILING HEIGHTS IN REWORKED AREAS TYPICAL ALSO FINISH SCHEDULE @ 9 -0 A.F.F. UNLESS NOTED GYPSUM BOARD OR PLASTER CEILING • ALL GRIDS TO BE CENTERED IN OFFICES SEE ALSO FINISH SCHEDULE • ALL SPRINKLER HEADS TO CENTERED IN CEILING TILES EC EXPOSED STRUCTURE (NC) OR EXISTING CEILING (EC) TO COORDINATE ALL ELECTRICAL, FIRE PROTECTION, REMAIN. SEE ALSO FINISH SCHEDULE AND MECHANICAL WITH MEP DRAWINGS O RECESSED CEILING LIGHTING FIXTURES, SEE ELECTRICAL DWGS. HOE] SURFACE MOUNTED CEILING LIGHTING FIXTURES, SEE ELECTRICAL DWGS. H0 PENDANT MOUNTED CEILING LIGHTING FIXTURES, SEE ELECTRICAL DWGS. 0 B C D E F I J K L M PENDANT LIGHT FIXTURE OG H 10 SCONCE LIGHT FIXTURE PENDANT MOUNTED HALOGEN TRACK LIGHTING }` EXIT SIGN EMERGENCY LIGHT @ TV MOUNTING BRACKET O SPEAKER [] p DIFFUSER, SEE MECHANICAL DWGS.zips ..... • SPRINKLER, SEE FIRE PROTECTION DWGS.—�r ............................... ...................... 2 I.....,.....'.........."................. HEAT * OR SMOKE DETECTOR, SEE MECHANICAL DWGS. CCTV CAMERA LOCATION xO--- CEILING DETAIL. REFER TO SHEET A/7. 10 USE MOIST GYPSUM W SHOWER C WALLS TYP o............. o. o. 3rd FLOOR REFLECTED CEILING PLAN SCALE:1/8" =1'-0" TYPICAL s a I i d u s, 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 °ate D E S I G N w� !+rfl C4; KUEGLERASSOCKM 51 Depot St., Suite 214, Watertown, CT 06795 Phone: (860) 945-6955 Fox: 1860) 274-9540 44 Northwest Drive Watertown, CT 06795 In Association With: '•` QUISENBERRY ARCARI ARCHITECTS,LLC Nv%v%v.ga-architccts.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 ap01#55760 N N .�i A~h'33 V O A t� H O V) E Sheet Description: 3rd FLOOR REFLECTED CEILING PLAN Issue Dates: AUGUST 10, 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: RAP Sheet #: A7*3 N FIRST FLOOR FURNITURE AA A I r— J 10%" J7 A" ZjUALC: 1/ 6" = T —V PROJECT MANAGEMENT 2 OFFICES 1 OPEN OFFICE CONTACT CENTER 1 OFFICE 13 REPS. 1 SUPERVISOR COMMERCIAL 5 OFFICES 3 WORKSTATIONS .\SOLIDUS LOGO.gif 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 °advent D E S I G N 55 North Main Street West Hartford, �r n B60V 561-6210 Fax 860-561-6213 V , �\ MEGLERASSOMB 51 Depot St., Suite 214, Watertown, Cr06795 Phone: (860) 945-6955 Fm. (860) 274-9540 T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: 6j•-vu' QUISENBERRY ARCARI ARCHITECTS, LLC www.ga-arcMtects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 Sheet Description: 1st Floor Furniture Plan Issue Dates: AUGUST 10.2012 Scale* AS NOTED Project #: Drawn By: OA 1?3S T iM Sheet #: C J l SECURITY OFFICE STAIR ® 3 S1 CORRIDOR MEN 77 20 REF CAFE 41 JAN. 03 7k__ D OIII� LARGE MEETING CLST. I`I I` A A A A A A 240 n 7�A� ` fi h tl Il fl fl fl Il Pi fl it fl 1 V WOMEN U`' LARGE TD 204 FLAT SCREEN CLOSE 08 ELEC. PEN 07 ' OFFICE Vm � LOAN ORIGINATION ORIGINATI OPEN OFFICE COPIER NOFFI 10 06 _ PRINTER ,+_ X1 3 OFRCES 10 O.S. BINS 2OPEN OPEN 2 2\ EIE] Ii ail �`te V1, 2\ 2� zl ',♦ li♦ i,l V- `u, I w I X z ,e - OPEN " ORI 10 „I - m �.;-I +;. OFFICE OFFICE - - 23 NORIGINATI ❑® OFFI - ' = NETWORK % al [01 - I 30 4 � I� � 4 4 4 4 4 STORAGE x ♦ I Dti CZA Y I _ TELLER 28 BRA STATION STAIR ADMIN -1 � I z _ PRINTER S2 P OFFICE z 13 — BRANCH ADMIN PRINTER - _ 4 Fir —I iz, „ I 4 4 OPEN rl• o . ; OFFICE LOAN OPS PRINTER - - PRINTER 223 3 ®FRCES BRANCH ADMIN I N OPS WORKSTAMNS -- A��CH AID WOFFICE 14 4 FFICE 226 2 OFFICES BRANCH ADMIN (2) ❑ COIF. LOAN OP AN OPS _ _ � OPEN OFFICE 24 OFFICE 25 4, V84O KS � ° � 1 NS OFFIC a 9:) CD 2 OPEN OO FDIC❑S (� a 0 F __J WR L= SECOND FLOOR FURFA T URE SCALB VD Q' o T-0' .\SOLIDUS LOGO.gif 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 ""advent D E S I G N 55 North Main Street West Hartford, CT 107 0o006—ooi—o2i0 Fax 860-561-6213 !#ril cit KUEGLERASSOCKM 51 Depot St., Suite 214, wwe,to., (iO6795 Phone: (860) 945.6955 fox: (860) 274-9540 T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: �.'Vlj QUISENBERRY ARCARI ARCHITECTS, LLC www.qa-architecto.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032� Description: 2n F=�Raoz Furn At'- UZ plum ssue Dates: AUGUST 10. 2012 Scale: AS NOTED Project #: Drawn By: QA 1235 Sheet #: ho 2 O P S 4, 0MCES 22 VAVORKSTMNS STAIR r CaCORRIDOR 300 DN 2 OMCES IW0O KSTADO1N THIRD FLOOD' EXEC. ADMIN MA G JAN. ER 303 ® 329 328 )I u u 20 GLAST, COO CREDENZA FORMER GLAST. COO FLAT Finnnn WOME 304 FURN. PANEL TV BOARD ROOM 325 ELEC.305 COFFE COATS NETWORK 324 STOR. SYSTEMS BENCHES a o ® ®I ® e $ MARKT tj STOR IT CARTS 321 I.T. OPEN PLAN FIELD 0 ,TECH MEN NO 0 0 CONF. 307 I� EN NN COPIER O.S. BIN OPS OPEN 301 PRINTER OPS OFFICE \�l 308 OPS OFFICE 309 OPS OFFICE \II O OPS OFFICE 311 CD 10 [-1 I I u II 11, u THIRn R C)()R FIIRNITIIRF SCALE: 1/8" = 1'-0n V . 9 MINE ION em"m ■■ ■■ _ I FIELD TECH =1ll��■ ■II11■ ICI IfllBENCHES NETWORK SYSTEMS ❑® WORKSTATIO IT CART I'-- STAIRS IT STORAGE S23 C 317 UP \ m� � I i I EN >1 0 I.T. OPEN OFFICE 313 I.T. OFFICE 314 I — Pan PRINTER I.T. OFFICE OPEN �.T. 2 0MC S 6WORKSTATIONS +2 F � E L D TECH 2 NETWORK I OPEN r \SOLIDUS LOGO.gif 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 -4899 gad vient D E S I G N 55 North Main Street West Hartford, CT 06107 860-561-6210 Fox 860-561-6213 OVA IN MEGLERASSOCIATES 51 Depot St., Suite 214. Vloterto—, Cr 06795 Phone: (860) 945-6955 Fax: (860) 274-9540 T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In A.9sociation With: 46--N QUISEABERRY ARCARI ARCHITECTS, LLC ww%v. qa-architccts.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032� Sheet Description: 32di �- u2 t uYfZ TAM iL L�[iLIL Issue Dates: AUGUST 10. 2012 Scale: AS NOTED Project #: Drawn By: 5 h e e t ; : 103 ALL GYP. WALLS & CLGS HANDRAILS TR-2, STEEL STRINGERS TR-3 P-7 OVER ALL vwc-2 EXISTING - TR-1— GLAZED WALL -- TILE WOMEN 10 P-7 OVER ALL EXISTING GLAZED WALL TILE Armstrong Infusions Accent Canopies - Qty 4 2' x 6' Size 1, Radius 90 Degrees Single canopies suspended under existing ceiling with four cables color: Indigo Surf Install with radius facing ceiling, determine mounting height in field with designer. ARMSTRONG INFUSIONS ACCENT CANOPIES LOCATION PLAN SCALE- 1/0' o T-0" FIRST FLOOR FINISH PLAN SCALE:1/8" = T-0" C7 VESTIBULE 100 ABOVE EXST OAK WAINSCOT - NOT PAINTED .\SOLIDUS L000.gif 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 "advent D E S I G N 55 North Main Street West Hartford, CT 06107 860-561-6210 Fax 860-561-5213 T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: %W'l WC•IA QUISENBERRY ARCARI ARCHITECTS, LLC www.qa-architects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 U A E th z O40. Z O 1-4 w . O ism 7� 0. /\�r`i i-_ ryryr_i1 -1 Sheet Description: 1st Floor Finish Plan vlc Dal teP': A, UG S II 10. 2012 Scale: AS N UTE C Project Dran"-V- C yo �J Sheet lSECURITY OFFICE 44 C-6 B-1 P-1 STAIR TR-1 S1 R-3 10; 7 ALL GYP. B-3 VTS -----�0 UP CAFE WALLS & CLGS P-9 CORRIDOR HANDRAILS TR-2, TR-1 00 GWT-1 R 1 ;TEEL STRINGERS "- J C-7 B-1 TR-3 ON B-1 E P-2 WITH WINK MEN P-1 TR-1 TOPCOAT TR-1 I ON ALL CT-1 Z 3.1 WALLS 8 CB-1 3.2 2 3. P-7 OVERALL VWC_2 VTS R41EXISTING TR-1 3 MT 3. R-1 GLAZED WALL n pig 0�- VTS TILE 03 JTff 7 e EXST � � C-6 WOMEN 17F U U FNSH 04 3 33 T 3GWT-1 LARGE MEETING 3 - - CT-1 3.2 25 `.4 10 CB-1 3.`�' CLST. c-6 P-7 OVER ALL VWC-1 45 13-1 EXISTING TR-1 ORIGINATOR I - -- GLAZED WALL OFFICE C-6 L-_ SAME P 2 T/K TOPCOAT FINISHES TR_-1 TILE 09 B-1 AS 200 - ON ALL WALLS - P-1 TR-1 m❑ c-6 ORIGI R CLOSET ELEC. OPEN OFFICE T B-1 OFFICE pg 07 06 C-7 EXIST ca OPEN P-1 1 p B-1 B-1 B-1 OFFICE TR 1 P-1 P-2 P-1 P-3 GYP. PORTION 231 TR-1 TR-1 TR-1 OF CEILING AME FINISHE C-6 AS 206 C-7 B-1 ORIGINAT R B-1 P_1 OFFICE P-1 TR-1 11 TR-1 c-6 ORIGI T OR B-1 OFFICE P-1 Q STORAGE TR-1 NETWORK VTS o� 28 30 ca C-6 BRANC C_7 r B-1 B-1 ADMIN ----- P-1 OFFICE B-1 UP 0 P-1 TR-1 13 _ - P-1 TR 1 TR-1 STAIR S2 OPEN OFFICE R-3 D ALL GYP. B-3 WALLS & CLGS P-9 C-7 HANDRAILS TR-2,TR-1 B-1P 1 STEEL STRINGERS TR-3 TR-1 3.1 C-6 BRA c-6 B-1 ADMIN LOAN OPS B-1 P-1 OFFICE LOAN V OPS OFFICE P-1 c-6 C-6 CONF. C-6 C-6 TR-1 14 B-1 OPEN B-1 W B-1 B-1 OFFICE OFFICE 226 TR-1 P-1 OF210E P-1 WITH WINK P-1 QD 25 P-1 g TR-1 TR-1 TOPCOAT TR-1 TR-1 ON ALL WALLS ftd SECOND FLOOR FINISH PLAN SCALE:1/8" = T-0" .\SOLIDUS L000.gif 40 Cold Sodno Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 °advent D E S I G N 55 North Main Street West Hartford. CT 06107 860-561-6210 Fax 860-561-6213 T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: %W'l 6ff;1k-TJ QUISENBERRY ARCARI ARCHITECTS, LLC www.ga-architects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 Sheet Description: 2nd Floor Finish Plan Issue Dates: AUGUST 10. 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: LM Sheet #: 1292 TILT (a - EXIST CERAMIC EXIST CERAMIC VWC-2 STAIR TR-4 S1 R-3 CLST COO OFFICE ALL GYP. B-3 VTS 331 330 WALLS &CLGS P-9 SAME C-3 FINISHES HANDRAILS TR-2, TR 1 CORRIDOR AS 330 B-1 PATTERN STEEL STRINGERS 300 P"8 R7 TR-3 LE TR-4 MEN c-7 If 30 B-1 0 e BMT P-1 CT-1 MARKETING 3. C-3 CB-2 32 3. TR-1 SAME 328 B-1 CWT-1/ VWC-2 3. EXEC. ADMIN FINISHES PATTERN P-8Ell TRA 7AS 329 329 TR-4 TE c_3 0 B_1 BOARD ROOM 11 SHOWER ROOM MT P 8 PATTERN 325 C 3 3.1 30 COATS EXIST PAINT TR-4 CT-1 TR 4 32 P-8 PAINT ALL SURFACES OF TRAY CB-1 5 S E FINISHES PATTERN CEILING, CEILING WHITE FULL HEIGHT CWT-1 18 16- //O AS 329 12 TR-4 PAINT OAK WAINSCOT, OAK ALL WALLS AND I TR 1� 3.2 � K VTS 3'1 SILLS, WINDOW FRAMES AND L ABOVE SHOWER 33.. VTS STOR, OAK BASE TR-4 L WOMEN KITCH 304 324 326 SAM FINISHES 3.1 CT-1 — AS 325 CB-1 0 0 Q CWT-1/ vwc-1 ELEC. MARKT TR-1 SHOWER ROOM 305i STOR I.T. OPEN PLAN CT-1 VET-1 321 C:8) CB-1 B-3 GWT-1 SAME FINISHES C i' AS 301 FULL HEIGHT CWT-1 P-2 VTS 13-1I ALL WALLS AND TR-1 TRA 31 P-11 ABOVE SHOWER OPTS FILE TR-1 STORAGE 319 VET-1 OPS OPEN PLAN 301 P-2 COATS SPRN. EQUIP, 315 0 C-320 TTRASAME FINISHES B 11 SAME FINISHES AS 310 P-1 P-3 GYP. CLG AS 309 TRA IT ST NETWORK VTS VTS DN •- 31 316 ca EXIST 11 B-1 DP • -._ �P-1 EXIST TRA EXIST STAIRS TR-1 I.T. OFFICE S23 31 R-3 C-6 ALL GYP. B-3 B-1 WALLS & CLGS P-9 - P-1 Eg COATS HANDRAILS TR-27TR-1 306 TRASTEEL STRINGERS SAME FINISHES TR-3 OPEN OFFICE CONF. I AS 301 313 I.T. OFFICE 307 c 7 315 C-6 OPS OFFICE OPS OFFICE OPS OFFICE OPS OFFICE B-1 C-6 B-1 3n 309 310 311 P-1 B-1 P-1 WITH WINK TOP TRA P-1 C-6 C-6 C-6 C-6 TRA COAT ALL WALLS TRA B-1 B-1 B-1 B-1 kn P-1 P-1 P-1 P-1 TRA TRA TR-1 TRA THIRD FLOOR FINISH PLAN SCALE: 1/8In = 17-0" .\SOLIDUS LOGO.gif 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 aadvent D E S I G N 55 North Main Street West Hartford, CT 06107 B60-561-6210 Fax 860-561-6213 AI KUEGLERASSOCIAT6 51 Depot St., SuOe 214. Watertown, C1`06795 Phone: (860) 945-6955 Fox:(860I 274-9540 T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: 6L• V40 QUISENBERRY ARCARI ARCHITECTS, LLC www.qa-architects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 Sheet Description: 3rd Floor ssu7e Dates: UGUST 10. 2012 S N Ii IED Pr®�eD ave� �; o �M Bfir: Sheet #: Legend CD Room Number Floor Finish Base Wall Finish Door Frame Finish Provide and install new 1" metal horizontal blinds, all windows FINISH KEY SCALE: NO SCALE Finish Key CODE MANUFACTURER MATERIAL / STYLE PATTERN COLOR REMARKS / SPECIFICATIONS Flooring M-1 Interface Flor Entry Level Walk Off Modular Carpet Tile 1290102500 7189 Blue C-3 Bentley/Prince Street 12' Shoton Broadloom 8SW4406301 Yunnan 888713 Refer to drawing for direction of installation. Direct glue install. C-6 Mannington 12' Broadloom Carpet Baracoa II Bossa Nova (BONIO) Direct glue install C-7 Mannington 12' Broadloom Carpet Portela 8206 Key Largo Direct glue install C-8 J&J Invision 12" Broadloom Carpet Problem Solved 6272 1209 Reboot Direct glue install R-1 Expanko XCR4, 24" x 24" Cork Rubber Floor Tiles Pacific Blue Smooth texture R-3 Nora Norament 925 Grano Rubber 1 piece stair treads/ risers with hammered surface 4879 Dalmation Jasper Match tiles on landings TT-1 Dal Tile 24" x 24" Terrazzo Tile manufactured by Wausau Tile Morning Dove TZ25 Grout: Laticrete 27 Hemp. CT-1 American Olean 2" x 2" Porcelain Mosiacs Costa Rei Sabbia Dorato CR82 Grout: Laticrete 27 Hemp, VET-1 Johnsonite 12" x 12" Vinyl Enhanced Tile Base B-1 Johnsonite 4.25" Millwork contoured wall base, Reveal MW-XX-F 129 Silk B-2 Johnsonite 4.25" Millwork contoured wall base, Reveal MW-XX-F 92 Blue Lagoon B-3 Johnsonite 4" vinyl cove base 121 Cement CB-1 American Olean 6" x 12" Porcelain Cove Base Costa Rei S36C9TB Sabbia Dorato CR8,2 Use coordinating Cove Base Corner units as required Walls P-1 Benjamin Moore Latex Eggshell Finish 956 Palace White p-2 Benjamin Moore Latex Eggshell Finish HC-88 Jamesboro Gold P-3 Benjamin Moore Latex Flat Finish HCA 56 VanDeusen Blue Second & Third floor gyp. soffit. P-4 Benjamin Moore Latex Eggshell Finish HC-33 Montgomery White P-5 Wolf Gordon Scuff Master ST9164W (Orange) P-6 Wolf Gordon Scuff Master ST9264W (Blue) P-7 Wolf Gordon Scuff Master ST9209W (Cream) p-8 Benjamin Moore Latex Eggshell Finish HC-35 Powell Buff p-g Benjamin Moore Latex Eggshell Finish HCA 62 Brewster Gray Wolf Gordon WINK Dry Erase Paint VWC-1 Versa Vinyl Wallcovering Obi Blossom A91-360 Mikado VWC-2 Versa Vin I Wallcovering Obi Silk A90-360 Mikado VWC-3 Versa Vinyl Wallcovering Avia Al23-343 Volo CWT-1 American Olean 4" x 4" matte glazed wall tile Almond 0087 Grout: Laticrete 27 Hemp. GWT-1 Veneto 6" x 6" Glass Tiles 478 Bublus, 553 Caeruleus 276 Castanea, 356 Fumus Schulter Systems Jolly Edge AC100-AT Satin Nickel on all exposed edges. See elevations and details. Grout Laticrete 27 Hemp Door/Window Frames TRA Benjamin Moore Latex Satin Finish 956 Palace White All HM doors & frames TR-2 Benjamin Moore Latex Satin Finish AC-3 Texas Leather TR-3 Benjamin Moore Latex Satin Finish HC-156 Van Deusen Blue TR-4 Benjamin Moore Latex Satin Finish HC-34 Willmington Tan Millwork PLA Lab Design Laminate PT045 Champagne Strand Textured Finish PL-2 Lab Design Laminate PBO50 Blueberry Strand Textured Finish PL-3 Lab Design Laminate PT063 Resin Cane Textured Finish PL-4 Lab Design Laminate PB040 Copper Strand Textured Finish PL-5 Lab Design Laminate PT102 Sapporo Mocha LS Finish SS-1 Dupont Zodiaq Quartz Surfaces Celestial Blue VTS Johnsonite Vinyl Transition Strip Match adjacent base color SEP Schluter Systems Edge Protection Satin Aluminum BMT Beige Marble Threshold ASOIIDUS LOGO. gif 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 °advent D E S I G N 55 North Main Street West Hartford, CT 06107 860-561-6210 Fax 860-561-6213 !#rrl C4; KUEGLERASSDCK S T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: p2w'l Wr;1k'TJ QUISENBERRX ARCARI ARCHITECTS, LLC www.qa-architects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 Sheet Description: Issue Dates: AUGUST 10. 2012 Scale: AS NOTED Project #: QA 1235 Drawn By: LM Sheet #: 109 Z�—� Z�-� GWT- N s 11 r N 11 a RELAMINATE ALL FRONT SURFACES OF EXISTING TELLER B C D E P-5 CAREFULL) COORDINATE ALI OIRROR IMAGE COUNTER FACE, PURSE SHELVES AND DIVIDING WALL PANELS, ELECTRONIC DPPOSITE SIDE PL-5 LAB DESIGNS SAPPORO MOCHA PT102 LS FINISH EEI SECURITY DEVICE,' PRIOR TC INSTALLING WALL T - CREATE ADA SH -L RE'F TILE -D�IfT��ILS TION F -SE QRAnA d I.... CHECK DESK/LEARNING CENTER IN OPEN OFFICE 114 ZbUALtl/411 = 11-011 GWT-1 BREAK ALCOVE MILLWORK— �SCA�LE 1/4-1 = 1 1-011 r TELLER AREA 11 1/SIT DOWN CHECK DESK/COFFEE COUNTER 2 � 6(;ALL 1/4" = V-U" r� CAFE 242 MILLWORK ���SCA�LE 1�/4"= V�-O" � CAFE 242 MILLWORK AND LUNCH BAR SCALE 1�/4"= V�-O" ,3611 NEW OAK CORNER BEAD ACCESS PHONE MILLWORK IN VESTIBULE 100 t1f1 A I p 4 T111 4 1nil OUMLE I//- = I -U r ,4) ELEVATION_ LOAN OPS FILE ROOM 134 t%1% A I r- 4 J'All 41 All 0WALM 1/1+ = 1 -U PAINT CEILING WHITE TR-4 im 1111 1 1 1 1 1 1 1 ELEVATION -BOARD ROOM 325 LLV SCALE 1/411 = 11-011 EIE17i H- ELEVATION LOOKING AT 2ND FLOOR OFFICES 221, 222, 224, 225, 226 SCALE 1 /411 = 11-011 TYPICAL CLOSET ROD & SHELF SUPPORT BRACKETS, WHITE MELAMINE SHELF Iq ) V COAT CLOSET, TYPICAL 3 SCALE 1/4" = V-011 HEAVY DUTY FLANGED BRACKETS STANDARD, WHITE MELAMINE SHELF 54 11/2" 1 L 14 STORAGE CLOSET, TYPICAL SCALE1/4" = 1 1-011 3RD FLOOR DRINKING FOUNTAIN'S 31 AND COFFEE COUNTER SCALE 1/411 = 11-011 GWT-1 NEW WALL/WAINSCOT MATCH EXISTING CONDITIONS 11011MIMM 11MINI I I I INEW WALL/WAINSCOT MATCH EXISTING IONS ELEVATION 1/4" =TION - BOARD ROOM 325 L'-v ' 11-011 52" GWT-1 32 1ST FLOOR DRINKING FOUNTAINS SCALE 1/4-1 10 ELEVATION -BOARD ROOM 325 LLV ' SCALE 1/4 -011 FLAT PANEL TV D ELEVATION - BOARD ROOM 325 ELEVATION 1-011 -S­CZE 1/411 = 1 GWT-1 33 2ND FLOOR DRINKING FOUNTAINS SCALE 1/4 1 - \SOLJDUS LOGO.gif 40 Cold Spring Road Rocky Hill, CT 06067 T (HO) 257.4900 F (860) 257.4899 advent D E S I G N 55 North Main Street West Hartford, CT 06107 860-561-6210 Fox 860-561-6213 g"T i, 'purx KUEGLERASSOCVUS 51 Depot St, Suite 214, I-o-,-06191 Phone: (860) 945-6955 Fox: (860) 274 9540 T (203) 725-6335 44 Northwest Drive Watertown, CT 0067955 In Association With: Fr�—'N QUISENBERRY APCARI A-CHITTECTS, LLC 1 www.qa-arcItitects.com. T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 J C) 1,17. Ca" ®I-) to flike at '7 qq Lro 1171?�I Descriptiosa- 0 o- ElevLROM R Issue Dates: AUGUS 171 10. 2012 Scale: AS NOTEE, DI Pro�ect #: Dfavrn :31y.- CAA 1235 LhVil 3 h c c i CWT-1 No 15 ELEVATION_ WOMEN'S TOILET ROOM 304 SCALE 1/4 -1-0 ELEVATION - MEN'S TOILET ROOM 302 19 SCALE 1/4" =1'-0" �• OVER Irm:+;t•�:��:1•�:u•i:iiEXISTING GLAZED WALL TILE -+ilUiui�in:�ii:7i�kiii■ 0■■Olmv ®ula �i �ir�m �111�■ui� I■l & COVE BASE o•■ �� � �1■■■I �■Ilu i� o■■ �_ �i �■ull� ®ice I�� ii -SOAP �■y� ® - �■� -III T'�'�-��O DISPENSER iit■sl 11®■■I�■■■I ui��■■■■I i�u �iur---v■I �■ir—�■I 1 �T HIM! 1 ELEVATION - TYPICAL FOR TOILET io ROOMS 104 & 204 SCALE 1/411=1'-011 P-7 OVER- EXST GLAZED WALL TILE Z COVEBASE SOAP111� DISPENSER • D : 1 1 u ■� 1® 11®emu � m DI DI PI I�I � u:u® II.Oilllllllldl �II� I■■■�1 I■ ■■111■� IV■®1■�■ �■■' Miller I■■■�01 all In■�� I■= Mil■® I■■■�■� I■limmom■ �■ HI�I■® I■■■� �� �■ •■1 I■■R�1� � Il0■� I■� �■ �� � E 11I ��I��I�o I m ��I��1 liIN1II �r■■���e ■ 1�����1•� 011■1■■■■1■■■■■■..■■.■■■■■■■■■■■■■■■■■1■■■�■■■■■■■■ ELEVATION - TYPICAL FOR TOILET WROOMS 102 & 202 SCALE 1/4" = 1'-011 4" BACKSPLASH AND COUNTERTOP PL-3 ALUMINUM SUPPORT AS NEEDED SECTION - TOILET ROOM VANITIES, TYPICAL SCALE 1It =1'-011 ELEVATION - WOMEN'S TOILET ROOM 304 16 SCALE 1/2" = V-0" CB-1 ELEVATION - MEN'S TOILET ROOM 302 20 SCALE 1/4" = V-0" P-7 OVER EXISTING GLAZED WALL TILE & COVE BASE CB_ ELEVATION - TYPICAL FOR TOILET ROOMS 104 204 SCALE 1 /411=1'-011 P-7 OVER EXISTING GLAZED WALL TILE & COVE BASE CB-1 ELEVATION - TYPICAL FOR TOILET gROOMS 102 & 202 SCALE 1 /411=1'-011 30" LONG SWING -UP GRAB BAR TO BE MOUNTED AT SAME DISTANCE FROM CENTER LINE OF WATER CLOSET AS SIDE WALL GRAB BAR SOAP 18" ,I 18" x - 18"MIN a CD a- o in v a T -N 18" 18" TYPICAL ADA MOUNTING HEIGHTS SCALE 1/2" = 1'-0" TOILET TISSUE HOLDER TO BE 7"-9" IN FRONT OF WATER CLOSET ANSI 604.7 CWT-1 ;OAP )ISPENSERS (1RR1( l• 1ODEL - B-5050 ;URVED PORTION ELEVATION - WOMEN'S TOILET ROOM 304 17 SCALE 1 /4" = I" 0 CB-1 CWT- ELEVATION - MEN'S TOILET ROOM 302 21 SCALE 1/4" =1'-0" BASE RADIATION CB-1 PAINT TR-1 ELEVATION - TYPICAL FOR TOILET 25 ROOMS 104 204 SCALE 1/411=1'-011 BASE RADIATION CB-1 PAINT TR-1 ---------------- ELEVATION - TYPICAL FOR TOILET gROOMS 102 & 202 SCALE 1 /411 =1'-011 54" MIN 39 - 41" VERTICAL— CALL FOR GRAB BAR AIDE PULL z @48"A. F. F. 00 MIN 42" GRAB BAR 2"MA M z I I 5 to I TYPICAL ADA MOUNTING HEIGHTS ELEVATON - WOMEN'S TOILET ROOM 304 18 SC;�LE1'/4" = CWT-1 m ELEVATION - MEN'S TOILET ROOM 302 22 SCALE 1/411= 1'-0" ITARY KINS )OSAL UNIT ;RICK MODEL '0 ELEVATION - TYPICAL FOR TOILET 26 ROOMS 104 204 SCALE 1 /4" =1'-011 P-7 OVER EXISTING GLAZED WALL TILE & COVE BASE SANITARY NAPKINS DISPOSAL UNIT BOBRICK MODEL B-270 ELEVATION - TYPICAL FOR TOILET ROOMS 102 & 202 30 SCALE 1/411=1'-011 NEW TO�LET PAR DNS, ALL LOCA ONO, GLOo'�AL PA'"' MAS LAS' �C LAM Nf`TFLOOR) AND C0L0'� 1200 AN QUE VAN E. TOWEL AND ULE PAP1EF_D\\)\ DID1D_ENSEG�6 .\SOLIDUS LOGO.gif 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 Aadvent D E S I G N 55 North Main Street Pest Hartford, CT 06107 860-561-6210 Fox 860-561-6213 r�q KU EG LER ASSOCIATES 51 Dept St., SO214, Woferfow , CT 06795 Fax��660J 2749540 Jy T (203)725-6335 44 Northwest Drive Watertown, CT 06795 in Association with: 7 QUISENBERRY ARCARI ARCHITECTS, LLC www.qa-architects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 0607 2 Sheet Description: Interior Elevations II Issue Dates: AUGUST 10. 2012 Scale:AS NOTED Project #: Drawn By: QA 1 23o II fhfil Sheet r 3o2 18" 3ACKSPLASH D COUNTERTOP -1 STABLE VES, ;AL 31, TYPICAL � SECTION -COFFEE STATION SCALE 1" =1'-0" PL-2 36" IF 4" '-1 18" gTERTOP VER, TYPICAL STABLE F, %AL g.4 TYPICAL 36" PL-2- C 4" 3" �f' " BACKSPLASH 8 COUNTERTOP S-1 )RAWER, YPICAL ADJUSTABLE HELVES, YPICAL D SECTION - COFFEE STATION SCALE 1" =1'-0" 0 4.1 TYPICAL GWT-1 COUNTERTOP PL-4 -4 PEN SHELF RAWER, TYPICAL E SECTION _SIT (DOWN CHECK DESK SCALE 1 -1-0 SCHLUTER SYSTEMS EDGE JOLLY, SATIN NICKEL FINISH A100-AT GWT-1 COUNTERTOP PL-4 MOCKETT BRACKET MODEL # SWS223 FINISH: METALLIC SILVER K SECTION _CAFE L SECTION _CAFE SECTION _CAFE SCALE 1 -1-0 SCALE 1 -1-0 M SCALE 1 -1111 -0 SPLASH -OP RADIUSED 34 1 /4" WALLMOUNTED MONITOR WALL.MOUNTED PHONE COUNTERTOP SS-1 MOCKETT BRACKET MODEL # SWS517S TYP 2! F SECTION _PHONE MILLWORK SCALE 1 - 1-0 46 3/4" (ADA 48" MA) 111 I SECTION _CAFE SCALE 1 —1111 -0 CB SECTION _THRU ADA TELLER SCALE 1 11-1-0 GWT-1 2" BACKSPLASH AND COUNTERTOP PL-4 kNGLED APRON "NEE SPACE -OR kCCESSIBILITY ',OVE 3ASE 11 27" ADA CLEAR 24" 36" PL-2 4" ez% 41. TYPICAL SECTION _CAFE SCALE 1 11-011 4" BACKSPLASH & COUNTERTOP PL-1 MOCKETT BRACKET MODEL # SWS223 FINIICI-I- hAFTAI I It^ SILVER SECTION - WORK COUNTER IN FILE ROOM 134 SCALE 1" =1'-011 \SOLIDUS LOGO.gif —J 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 q� °_PCTUR_ advent T (203)725-6335 D E S I G N 44 Northwest Drive 55 North Main Street Watertown, CT 06795 West Hartford, In Association With: CT 06107 860-561-6210 , Fax 860-561-6213 rmL*f1d1m1 MEGLERAS90CWES QUISENBERRYARCARI 51 Depot sr., suite 214 ARCHITECTS, LLC Watertown, CT 945www.qa-architects.com a-archi.tects.com Phone: (860) 945-6955 Fox: (6601274-9540 T (860) 677-4594 F (860) 677-8534 318 Main Street lI Farmington, CT 06032 J Sheet Description: Casework Sections I Issue Dates: AUGUST 10. 2012 Scale: A C XTn"VI 7Tl <av L N v a Aua.r Project #: QA 1235 Drawn By: LM Sheet #: 13*3 PL-rl SS-1 CUT OUT 4" DIAMETER CIRCULAR OPENING FOR TRASH, POLISH OPENING SMOOTH APRON W/DEPOSIT SLOTS PL-5 ADJUSTABLE SHELVES A SECTION CIRCULAR CHECK DESK SCALE 1/2" =1'-0" 21/2"- 61/2"— 251 /4" 4" 2? 1l2" 3' 331/2" 3 38114" OVERALL HEIGHT CHECK DESK PLAN VIEW SCALE 1 /2" =1'-0" 'DIAMETER TRASH ROMMET POLISH OPENING MOOTH, TYP. 2 -SLOT 'LEXI GLASS DIVIDER BASE CABINETS FLUSH GLASS OVER SLOTS TYPICAL 4 AREAS A B C D A B C D C D A B C D A B A B C D A B C D INSTALL SCHULTER SYSTEMS JOLLY EDGE A100-AT, SATIN NICKEL FINISH, ON ALL EXPOSED EDGES DE N L - G::� LASS �LE COLU`-1', PR.,,A1-31TTER-RN, fYPD-�GAL uu == I u.ouu SCALE 3 � SCHLUTER SYSTEMS EDGE, JOLLY, SATIN NICKEL FINISH Al 00-AT GWT-1 GWT-1 LAMINATE BACKSPALSH SCHLUTER SYSTEMS EDGE DETAIL WITH LAMINATE SCALE 3" =1'-0" GWT-1: VENETO 6" X 6" GLASS TILE A: CAERULEUS 553 BC'D It 14 0 FUMU"S 356 C -3 CASTAN EA 27 6 D-, BUBLUS 478 SCHLUTER SYSTEMS EDGE, JOLLY, SATIN NICKEL FINISH Al 00-AT GWT-1 GWT-1 SCHLUTER SYSTEMS EDGE, JOLLY, SATIN NICKEL FINISH Al 00-AT JOHNSONITE 4.25" MILLWORK CONTOURED WALL BASE - REVEAL MW-XX-F SCHLUTER SYSTEMS EDGE DETAIL WITH BASE SCALE 3" = 1'-0" .\SOLIDUS 1.000.gif 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257.4899 °advent D E S I G N T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: p2wl x:;ik'T1j QUISENBERRY ARCARI ARCHITECTS, LLC I www.ga-architects. com T (860) 677-4594 F (860) 677-8534 318 Main Street Famdngton, CT 06032 Sheet Description: Casework Sections II Isaac Dates: __ �Scale:S NG i' -1 D J p2i0j0-Ct , a Drem"',--ii Ly0 5h�� ; o 3 1 0 L CODES AND STANDARDS. 1, THE FOLLOWING CODES AND STANDARDS, INCLUDING ALL SPECIFICATIONS WITHIN, SHALL APPL Y TO THE DESIGN, CONSTRUCTION, QUALITY CONTROL AND SAFETY OF ALL WORK PERFORMED ON THE PROJECT, USE THE LATEST EDITIONS UNLESS NOTED OTHER WIS_F: a, STATE OF CONNECTICUT BUILDING CODE, INCLUDING THE 2005 CONNECTICUT SUPPLEMENT b, '2003 INTERNATIONAL BUILDING CODE' & 2009 AMENDMENTS c, 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318 (LATEST EDITION) AMERICAN CONCRETE INSTITUTE d 'AISC 'SPECIFICATION FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' AND ' MANUAL OF STEEL CONSTRUCTION ALLOWABLE S TRGSS DESIGN r 1111/1T H CD1 1IOIV, AI`7ERIC9IV IIVS T d T U 1 t OF STEEL CONSTRUCTION, DESIGNDATA: 1, GRAVITY - PER WEIGHT OF EQUIPMENT SUPPORTED 2, LATERAL LOADS - WIND NOT APPLICABLE 3, LATERAL LOADS - SEISMIC a, SITE CLASS, B L,, iiAPPCO SPEC RAL ACCCLCRH 101VS FOR 3115R I PCRIUDS CJSJ = 0,�,3t1 c, MAPPED SPECTRAL RESPONSE ACCELERATION AT 1-SEC PERIOD (SI) = 0,063 MATERIALS: d, WHEN INSTALLING EXPANSION BOLTS OR ADHESIVE ANCHORS, THE CONTRACTOR SHALL TAKE MEASURES TO AVOID DRILLING OR CUTTING OF ANY EXISTING REINFORCING AND DESTRUCTION OF CONCRETE HOLES SHALL BE BLOWN CLEAN PRIOR TO PLACING BOLTS OR ADHESIVE ANCHORS, e, CHAMFER ALL EXPOSED CONCRETE CORNERS, 3/4' x 3/4' MINIMUM. UAIL E.SS AInTF"n OTHERWISE ON ARCHITECTURAL DRAWINGS, F, ALL CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (F'c) AS INDICATED IN SECTION 'MATERIALS' ON THIS DRAWING, g, REINFORCING STEEL SHALL BE NEW BILLET STEEL OF INTERMEDIATE OR HARD GRADE CONFORMING TO SECTION 'MATERIALS' ITEM #5 ON THIS DRAWING, h, ALL CONTINUOUS REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS, UNLESS NOTED OTHERWISE, ST 9UC77JR4L S7FEL: 1, GENERAL, a , ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS OR WELDS b, ALL STRUCTURAL STEEL THAT IS LOCATED IN EXTERIOR UNHEATED SPACES, INCLUDING STEEL DIRECTLY EXPOSED TO WEATHER, SHALL BE HOT DIPPED GAL VANIZED, c. UNLESS OTHERWISE NOTED, ALL A325 BOLTS SHALL BE TIGHTENED TO THE 'SNUG TIGHT' CONDITION DEFINED AS THE TIGHTNESS ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A PERSON USING AN ORDINARY SPUD WRENCH, d, THE FABRICATOR AND ERECTOR ARE RESPONSIBLE FOR THE DESIGN OF TEMPORARY BRACING AND RECOMMENDED ERECTION PROCEDURES, 1, THE FOL L OWING ASTM STANDARDS AND DESIGN STRESSES SHALL BE USED FOR THE APPROPRIATE MATERIALS USED IN CONSTRUCTION OF THIS PROJECT, e, WELDING ELECTRODES, WELDING PROCESS, MINIMUM PREHEAT AND INTERPASS a, CEMENT, ASTM C150J TYPE I OR III TEMPERATURES SHALL BE IN ACCORDANCE WITH THE AISC AND A WS SPECIFICATIONS, 3, AGGREGATES, ASTM C33 (NORMAL WEIGHT) F. GAS CUTTING TORCHES SHALL NOT BE USED TO CORRECT FABRICATION ERRORS 4, CONCRETE, ALL CONCRETE SUBJECT TO EXPOSURE SHALL BE AIR -ENTRAINED 57 WI Tf-IOU T THE APPROVAL OF THE S TRUC TURAL ENGINEER, f/- 1-1/27. BY VOLUME, AIR -ENTRAINING ADMIXTURE TO COMPLY WITH ASTM C-260, STEEL DECK: APPLICATION F'c @ 28 DAYS WE CPCF) a, HAUNCH 3500 145 1, DECK PROPERTIES ARE BASED ON PRODUCTS MANUFACTURED BY VUL CRAF T, DECKS BY b, EXTERIOR CONCRETE PAD 4000 145 OTHER MANUFACTURERS MAY BE SUPPLIED PROVIDED SECTION PROPERTIES ARE WITHIN 57OF THOSE SPECIFIED AND IF APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER, 5, REINFORCEMENT, 2 PROVIDE STEEL DECK WITH THE FOL L OWING PROPER TIES] a, DEFORMED REINFORCING BARS ASTM A615, GRADE 60 b, WELDED WIRE FABRIC CWWF) ASTM A185 a, NEW ROOF DECK INFILL TO BE 1-112' DEEP 20 GAGE TYPE 'B' GALV, METAL ROOF DECK, b, NEW FLOOR DECK INFILL TO BE 2' DEEP 20 GAGE TYPE 'C' GAL V, CDNFDRM METAL 6, STEEL, FLOOR DECK, a, WIDE FLANGE STRUCTURAL STEEL ASTM A992, GRADE 50 3, INSTALL IN ACCORDANCE WITH SDI SUGGESTED SPECIFICATIONS UNLESS NOTED OTHERWISE b, STRUCTURAL TUBING ASTM A500, GRADE B, Fy=46KSI ON THE DRAWINGS INDIVIDUAL SHEETS SHALL EXTEND OVER AT LEAST THREE SPANS, c, STRUCTURAL SHAPES &PLATES ASTM A36 WITH LAPS TO BE PLACED OVER SUPPORTS d, HIGH STRENGTH BOLTS ASTM A324, e, WELDING ELECTRODES AWS A5,1 DOR R A5,5, E70XX DECK SUPPLIER SHALL PROVIDE ALL CLOSURE ANGLES AND PLATES WHERE REQUIRED TO RESULT IN A COMPLETE INSTALLATION, CONSTRUCTION. DIMENSIONS: 1, GENERAL, 1, THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD, a, SHOP DRAWINGS SHALL BEAR THE CONTRACTOR'S STAMP OF APPROVAL WHICH PRIOR TO FABRICATION AND INSTALLATION OF ANY NEW MATERIALS, SHALL CONSTITUTE CERTIFICATION THAT THE CONTRACTOR HAS VERIFIED ALL FIELD MEASUREMENTS, CONSTRUCTION CRITERIA, MATERIALS AND SIMILAR DATA AND HAS CHECKED EACH DRAWING FOR COMPLETENESS, COORDINATION AND COMPLIANCE WITH THE CONTRACT b, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE PROPERL Y DESIGNED FORMWORK, STAGINGS AND BRACING, c.-'MPLEMENTING JOB SAFETY, CONSTRUCTION PROCEDURES AND TEMPORARY SHORING ARE THE SOLE RESPONSIBIL I T Y OF THE CONTRACTOR, FOUNDATIONS & STRUCTURAL EARTHWORK.° 1, GENERAL, a, CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS THAT MAY AFFECT THE INSTALLATION OF THE FOUNDATION SYSTEM AS SHOWN PRIOR TO S TAR TING WORK, b, EXISTING UTILITIES KNOWN TO BE IN THE CONSTRUCTION AREA HAVE BEEN INDICATED, THE SIZE, LOCATION AND DEPTH OF THE UTILITIES ARE NOT KNOWN EXACTLY AND MAY VARY SIGNIFICANTLY FROM THAT INDICATED, OTHER UNKNOWN UTILITIES NOT INDICATED MAY ALSO BE PRESENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES, WHETHER INDICATED OR NOT, WHICH MAY BE AFFECTED BY THE CONSTRUCTION PROCESS c, ALL CRUSHED STONE SHALL BE PLACED ON UNDISTURBED FIRM, INORGANIC, VIRGIN SOIL OR COMPACTED STRUCTURAL FILL, DETERMINATION OF FINAL BEARING ELEVATIONS AND FIELD VERIFICATION OF ALLOWABLE BEARING PRESSURE SHALL BE MADE BY AN EXPERIENCED QUALIFIED GEOTECHNICAL ENGINEER, d, CONCRETE SHALL BE PLACED ON THE SAME DAY SUBGRADE APPROVAL IS GIVEN BY THE GEOTECHNICAL ENGINEER, e, ALL SHORING, SHEETING, AND DEWA TERING SHALL BE THE TOTAL RESPOSIBIL I T Y OF THE CONTRACTOR, SHEETING AND SHORING SHALL BE DESIGNED BY THE CONTRACTOR'S ENGINEER REGISTERED IN THE PROJECT'S JURISDICTION, ALL SUBMITTALS SHALL BEAR CONTRACTOR'S /ENGINEERING SEAL AND SIGNATURE. CONCRETE: 1, CAST -IN -PLACE a, REINFORCING STEEL CLEAR COVER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE, NON -POST -TENSIONED CONCRETEt CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' FOR BOTTOM OF FOOTINGS CONCRETE EXPOSED TO EARTH OR WEATHER #6 BARS AND LARGER 2' #5 AND SMALLER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALL, JOISTS, #11 BARS OR SMALLER 3/4' b, NO SLEEVE SHALL BE PLACED THROUGH ANY CONCRETE ELEMENT UNLESS SHOWN ON THE STRUCTURAL DRAWINGS, APPROVED SL EEVING SHOP DRAWINGS OR SPECIFICALL Y AUTHORIZED IN WRITING BY THE STRUCTURAL ENGINEER, c, NO SPLICES OF REINFORCEMENT SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUND CORNERS 19: OF EXIST`G. BEAM EX/6T'Cz J0/6T 1/0/67 (VER/Fr SIZE IN F/,ELD) PLAN EXISTING ROOF OPENING TO BE lNFILLED NEW 1!'2 "DEEP, 20 GAGE, TrPE B' GAL V.., METAL ROOF DECK FASTENED r0 ANGLES 7 L-5" x 3" x 5/16" (LLV) AT ALL 6/056 OF EXISTING OPENING RAIL, Br OTHERS (RAIL FASTENER6 AND MOBILE FILE 6r67EM NOT SHOULD! FOR CLAR/Tr - Br OTHERS) FIN. FLOOR -)=OR ELEV. SEE PLAN EXIST'2. CONCRETE 61-45 TO REMAIN 0 RAIL./ HAUNCH NEW CONCRETE HAUNCH REINP W17IN 6X&-W2.1XUJ2.1 W..WF. ON MIN 8" LArER OF COMPACTED 3/a" CRUSHED 670NE: 00az1L TO EXIIOVNCa /SjLLAB IUITH *4 x 2'-0" „ " I LONEMBCa D0MSL6 IV fall ®/C (M/k allEDMENT) W1 rH H/L TI HIT Nr I . 160 MAX ACRrL /C ADHESIVE. I 6AIGCUT AND REMOVE 3 - S CONZ 50770M 1'-0" EX/6T'G 64.A5 AS REQ'D. FOR NEW 4AI NcH_ 04 tv 1211 o c. MAX EACH IUAr T 4 B - 8" CONCRETE SLAB GR4DE 4 u ------ m - _ p Q. `N � d �4 t *Vg�W i a a l._ 3„ CLEAR d 4 a a MIN. 12" LArER OF 3/8" CRUSHED STONE } 2- *4 CONT. NEW CONCRETE SLAB HAUNCH NEUI EXTERIOR CsENERArOR DETAIL A 7 MOB /LE FILE R,4/LS TE P,4D ill I it I1 SCALE: 314" 6 1'-0' - PAtRTl,4L ElEv.4rlON NEU) FOUN0,4 TION U/.4LL I=jNEiR,4TlON it OF EXIST*. SEAM NEW ROOF CONSTRUCTION If EXIST'*. 6TEEL J0/67 (VER/Fr SIZE /N FIELD) TYPICAL DETAIL OF EXISTING ROOF OPENING (GREATER THAN 24° WIDE OPENING) TO BE lNFILLED WITH NEW STEEL DECK BETWEEN EXISTING OPEN WEB STEEL JOISTS 9� OF EX/Sr`G. SEAM L- EACH SIDE OF OPENING I 1Wl rH 11,2110 EXI= BOL rb AT 24 "o% MAX TOP OF EXIST'*. CONC. FLOOR 61-A5 - FOR ELEV. SEE PLAN-, NOT TO SCALE VARIES -SEE FRAMING PLAN EXISTING FLOOR OPENING TO BE /NFILLED W17* l NEW CONC. SLAB NEW CONC. SLAB (THICKNESS TO MATCH EX16TINCV REINF. WITH 6x6-W.1X1W.1.W1WF ON 2" DEEP, 20 GAGE GALV. METAL FLOOR DECK ®I \ 10 It OF EX/676. BEAM L- 5"x 3"x 5/!611 (LLV) EACH SIDE OF OPENING Wl rH 1/2 "0 SXP. BOL 7*6 AT24"o%MAX TOP OF EXl6T'G. FLOOR 6LAB - CONC. FOR ELEV. 6EE PLAN }BEAM EX/Sr- ' �---EX/6T'G. STEEL EXIST*. STEEL BEAM- \VI_ L 5" x 3" x 5/16" (LL Y) 3/0" 61-IEAR e W174 AT EACH END OF EXISTING ERECTION 501- r OPENING FIELD WELD TO EXIST'*. $EAM TYPICALTAIL DEEXISTING ILO®/ / OPENING dG TO BE INFILLED WITH NEW CONC. SLAB NOT TO SCALE N077ES; gCALP: 3/4" = 1'-0" 1. SIZE OF NEW CONCRETE PAD IN PLAN 16 TO EXTEND MINIMUM 5'-0" BEr0N0 EACH 610E OF GENERATOR 2. COORDINATE EXACT SIZE AND LOCATION OF ALL NEW EXrERIOR CONCRETE PADS W17H ARCHITECT AND MECHANICAL C0N7`R4CT0R EX/67ING WALL NEW GAL V. L&x&x5/16 L INTEL - EA. 6/0E, MIN. 8" BAirai. EA. END NEW 6AIGCUT OPENING EXIST FOUNDA710N WALL EXISTT, FOOTING 0 OF EXIST*. SEAM 3/8" PLATE - UEL0 ALL AROUND <Tr�> EX/Sr`C.a. STEEL AND/OR JOIST SCALE: 3/4" r 1'-0" NEUJuOL:E1L:1N7'EL IN67ALLA710N IFROCEOURE: I EXCAVATE BOTH SIDES OF WALL AT NEW RENETR4T10N LOCA- 71ON (COORDINATE LOCATION W/ MECHANICAL CONTRACTOR) PROti10E A 11LI0RIZ0N7AL SAUCUT SLOT APF'ROX/MATEL r 5-5/8" DEEP ON ONE 6/DE OF THE WALL AT LINTEL ELEVATION, EXTENDING A MINIMUM 8-INCHES SErONO THE EDGE OF OPEN/NCa ON EACH 6/0E. 3. INSTALL NEW GAL VANIZED 4.6x6 L /NTEL. 4. PROVIDE A HORIZONTAL SAU,CU7 SLOT A)=FR0XIMArE1_r 5-5/8" DEEP ON OTHER SIDE OF THE WALL Ar LINTEL ELEVATION, EXTENDING A MINIMUM 8-INCHES SErONO THE EDGE PF OPENING ON EACH SIDE: 5. SAWCUT NEW OPENING FOR PIPE 1=ENETR4T/ONS. R/ES -SEE FR4MINla PLAN EX/6TINS ROOF OPENING rO BE /NFILLED NEW III "DEEP, 20 GAGE, TrPE S' GAL V., METAL ROOF DECK FASTENED TO ANGLE6 -t WlOI K u 10111 L-5" x 3" x 5/16" (LLY) AT ALL SIDES OF EXISTING OPENING 0 OF EXIST*. BEAM NEUJ ROOF CONSTRUCTION EXIST'*. STEEL BEAM AND/OR JOIST TYPICAL DETAIL OF EXISTING ROOF OPENING (GREATER THAN 24° WIDE OPENING) TO BE /NFILLED WITH NEW STEEL DECK BETWEEN EXISTING WIDE FLANGE STEEL BEAMS NOT TO SCALE NEW f-1/2" DEEP, 20 GAGE, TYPE 'S' EX/STIN6 ROOF OPENING GAL V., METAL ROOF NESTED OVER TO BE lNFILLED (LESS EXISTING METAL DECK MINIMUM 8" THAN OR EQUAL TO 24 "> ON ALL SIDES. FASTEN EACH EDGE A r MAXIMUM 12" ON CENTER W1 TH *10 TEIG 6CREUJ6 EXISTING 1-1/2" METAL ROOF DECK (VIA) r-NEW ROOF CONSTRUCTION lif .PERR ONE & .ZAJDA ENGINEERS LLC wurQgrEXECUi1vz PAw imr x✓I1 33 COLD 6FRIWa ROAD ROCKY 411U Cr 06067 Phone ea60> 513-11,56 Fax (860) 436 -3362 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257.4900 F (860) 257 - 4899 55 North Main Street West Hartford, CT 06107 860-561-6210 Fax 860-561-6213 KUEGLER ASSOCIATES 51 Depot St, Suite 214, Phone: (880} 945-8955 Fox (860) 274-9540 Q.qCTURE T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In QUISENBERRY ARCARI ARCHITECTS, LLC ' xNnvw.q a-architects.com T (860) 677-4594 F (860)677-8534 318 Main Street Farmington, CT 06032 ®,�©°® pF CONN, � '®. :fir ° � 'cs= • , a 9709 rD ' C.�. J��••• ` `. U H � z C z °o ...� z W � uA O CO �!�� 0 w �4 C9 _5 I Z W 0-4 LO et• Sheet Description: MISCELL- ANEOUS STR UCTURA L NOTES & .DETAILS Issue Dates: AUGUST 10, 2012 Scale: AS !®TOTED Project #: QA 1202 Drawn By: C.H.Z. Sheet #: S.1 r B C D E F G H I J K L N1 I I ! 110'-011 ! I ► - I I. 1 ' 4'-011 ' 18'-011 ' 22'-011 ' I 18'-01, i ' 10'-011 1 12'-0" I '-01, 15'-O" 1 4'-0" ' —------I-------------�---------------------a-------- ' -1---- I--------- --------------T--- F----I-----------, li I I I i I' I \' i 1 II -- ---"-+�•--- //rye ry•-r�-------- ' 1 ' Md/ff 5i(if—_—_�__— _---_—_ -- --1=---------------�- -- 1 .� ----_—_—_— _.�_ i _—_---_-i—_— --_---_—_.—_ ,----I_--_—_—_— I 3 4 ( pi;m')I 3 15. 11 - -- ---- ' -- '---------------------------- - I -------------- I - ' -- ---- '-------- I ---------- - I ------- �y t 1,236 4. 10 - -- ---- - - _ -------------{-— - — - — - — - — - — - — - ---- - --- I----- I I I I o i i L4x4x"41 (1TYP.) I I I I I ( \R I I g- -- -- ------------- — - — - — - — - — - — -- I -- I------- I� ec I I 0 i------- � -i- 41 O ' ' �• 1 1 N N X I 1 3 �yie NRU-3 t ' I I(x ' 060 Las I � L4x4x'4 (fT F-.-> - -- ---- ' - '_ 1 WIOx22 - 1----------- -- 1-------- --1--------------1-- O—-----------I I I EXI:J I. IUi4X<L _ _-- 1 1 ' I - — - - --r-� �J - - AEXIST. 14K1 ' ' ' 14K1 1 1 l�Cy I I 1 i I 1 Al WIOx22 o &2 I x 1 1 lI} W10x22 5 i I x x4 _ I I ----•------1----------- - -- I --I ------------- ------ 1 I I I I I I j II ! I I ! I I I 2 --'-----------•-'----------------1-I---------------L----------------1--- I ----- -I—-r--------------- ---- '+-----------•-- -1 I 1 - - -- •I----------------�------------------------------I - - - Nr I I 1 PAR TIAL EXISTING ROOF & NEW DUNNAGE FRAMING PLAN SCALE. %" = 1'-011 NOTES: 1. EX/STING TOP OF ROOF STEEL ELEVATION = 1203 FT.i VIA, UNLESS NOTED OTHERWISE ON THE PLAN <VER/FY EX/BTING ELEVATIONS IN THE MELO) Z ALL STEEL AND CONNECTIONS TO BE NOT -DIPPED GAL VANIZED, 3. ALL NEW DUNNAGE POSTS ARE 3>2 " DIAMETER, SCNE7. 40 PIPE COLUMNS, U.N.O. 4. INSTALL/LOCATE NEW DUNNAGE POSTS ON EX/STINCx BEAMS IN A MANNER TO AVOID EXISTING 10167' LOCATIONS ✓- ALL NEW ROOF PENETRATIONS ARE TO BE WATERT/GNP: 6. NEW 1-4x4xl4 NOR/ZONTAL BRACE TO BE WELDED TO UNDERS/OE OF NEW W/0 DUNNAGE BEAM TOP FLANGE 13/16 " WELD ALL AROUND) 7. THE CONTRACTOR SHALL VERIFY AQ- EX/STINCa CONDITIONS, EX/STING SIZES, ELEVATIONS AND OIMENVONS PRIOR TO FABRICATION AND INSTALLATION OF ANY NEW MATERIALS. 8. STEEL PIPE POSTS TO BE ASTM A✓3, GRADE 'B' (Fy = 3$,000 i=3/) it OF NEW POST ------------- NEW W/Ox/8 0 w WNEW 8 1 "x-4 " CAP tP W/TN MIN. 4--94 "0 A-32,$ BOL TS —/ �'2 I UkJzZ Z W NEW 3 i? " 0 SCNEO. 40 PIPE POST-- � � � ON s� "x8�a "BEARING fE <WiDTN TO ' ' w MATCH BM W/DTN) BOLTED (4 --94 "m A32S BOL TS> TO EXISTING BEAM i ALL EXPOSED STEEL AND CONNECTIONS TO BE NOT- D/PPEO GAL VAN/ZED EX/ST. JUICE FLANGE STEEL BEAM (YERIPY SIZE /N F/ELD> ADD 3/8" F/TTEO + STIFFENER PLATES, EACH SIDE, BELow NEW POST ABOVE (3/16" FILLET WELD, ALL AROUND, EACH SIDE) "*"—NSW CONT. lUIOW.J✓- �l3/�s NEW 4A" 6T/FF. IP AT EACN DUN- Q / NAGE BEAM -TO -COL. CONNECTION 2 EXIST'*. ROOF CONSTRUCTION 3/16 TO REMAIN SA=UT it REMOVE PORTION OF EXISTING ROOF AS REQUIRED FOR INSTALLATION OF NEW POSTS. PATCH ROOF AS REQUIRED TO MATCH EX/ST'C.a. AFTER NEW WOW AAS BEEN PROPERLY COMPLETED. SEG7ION s-z - PE.RROl VE CX. ZAJDA ENGINEERS LLC SOIUTfWAY EXECUTIVE PAR1� UNIT 511 j s — 35 C01-D SPRINT ROAD ROMY 14144 Cr 06067 Fh & ('860) $13-06 Fax 4860) 436-3362 ,)solidus 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257.4899 °laavent DFSIi; N 55 North Main Street West Hartford, A CT 06107 860-561-6210 Fax 860-561-6213 KUEGLER AS'SOWS 51 Depot St., Suite 214, Watertown, CT 06795 Phone., (880) 945-6955 Fmc (860) 274-9540 q ARCH • CTURE T (203)725-6335 44 Northwest Drive 1Watertown, CT 06795 .d QUISENBERRX ARCARI ARCHITECTS, LLC www.qa-architects.com T (860) 677-4594 F (860)677-8534 318 Main Street Farmington, CT 06032 CONS Co G ..'z- • Lr` (_� z 0 z w Ln Sheet Description: NEW ROOF DUNNAGE PLANS & .DETAILS Issue Dates: AUGUST 10, 2012 Scale: AGE NOTED Project #: QA 1202 Drawn By: C.H.Z. Sheet #: i 9 m GENERAL SYMBOLS A PLAN TITLES A8 0 4' 8' 16' SCALE: 1/8" = l'-O" NORTH ARROW POINT OF CONNECTION FIRE PROTECTION SYMBOLS PIPING DEMOLITION W EXISTING SPRINKLER PIPING I W 1� WET PIPING PENDENT HEAD 0 UPRIGHT HEAD R RELOCATE SPRINKLER HEAD GATE VALVE C PIPE DOWN ® PIPE UP —� CAP FIRE DEPARTMENT CONNECTION SPRINKLER AREA CLASSIFICATION INTERGRADED PREACTION FIRE ® PEEACTION PANEL (IPFPP#l) I GENERAL NOTES I 1) PROJECT SCOPE: PROVIDE COMPLETE AND OPERATIONAL SYSTEMS AS OUTLINED IN THE CONTRACT DOCUMENTS INCLUDING ALL NECESSARY MATERIAL, LABOR, AND EQUIPMENT. 2)CONSTRUCTION\CONTRACT DOCUMENTS: CONTRACT DOCUMENTS INCLUDING PLANS, DETAILS, AND ONE -LINE DIAGRAMS SHOW THE GENERAL LOCATION AND ARRANGEMENT OF THE WORK. THESE DOCUMENTS ARE DIAGRAMMATIC AND DO NOT SHOW ALL CONNECTORS, FITTINGS, HANGERS, AND ADDITIONAL ELEMENTS WHICH THE CONTRACTOR MUST PROVIDE TO COMPLETE THE SYSTEMS AS OUTLINED IN THE CONTRACT DOCUMENTS. PLANS AND DETAILS DO NOT SHOW ALL INTERFERENCE'S AND CONDITIONS, VISIBLE AND/OR HIDDEN, THAT MAY EXIST, THUS REQUIRING THE CONTRACTOR TO INSPECT AND SURVEY THE PROJECT AREA BEFORE PERFORMING THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BY FIELD MEASUREMENTS. 3) COORDINATION: A) THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL rnAICTDIIrTInhl nnrll&APnITQ AAIR nTWrP TDAnPC AQQnrIATPn IAIITI-1 VVIYJII\VVIIVIN VVVVIVILI\IJ "mu VIIILI\ 11 \rW LJ /IVJV VIflILV II1111 THE PROJECT. B)THE CONTRACTOR SHALL VISIT THE SITE OF WORK AND FAMILIARIZE HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING THE NATURE OF THE INSTALLATION AND CONDITIONS. C)BEFORE SELECTING MATERIAL, EQUIPMENT AND PROCEEDING WITH WORK, INSPECT AREAS WHERE MATERIAL AND EQUIPMENT ARE TO BE INSTALLED TO INSURE SUITABILITY, AND CHECK NEEDED SPACE FOR PLACEMENT, CLEARANCES AND INTERCONNECTIONS. D) PLANS AND DETAILS DO NOT SHOW ALL INTERFERENCE'S AND CONDITIONS, VISIBLE AND/OR HIDDEN THAT MAY EXIST; THUS, REQUIRING THE CONTRACTOR TO INSPECT AND SURVEY THE SPACE BEFORE PERFORMING THE WORK. E) FAILURE OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING THE ABOVE CONDITIONS AND NOT PERFORMING PROPER COORDINATION WILL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR ESTIMATING THE DIFFICULTIES AND COSTS FOR SUCCESSFULLY PERFORMING THE COMPLETE WORK UNDER THIS PROJECT. 4)SHUTDOWNS: WRITTEN REQUESTS FOR APPROVAL FOR PLANNED SHUTDOWNS OR INTERRUPTION OF OWNER'S UTILITIES, SYSTEMS AND EQUIPMENT SHALL BE MADE 72 HOURS PRIOR TO THE START OF THE REQUESTED SHUTDOWN PERIODS. 5)CODES AND STANDARDS: THE CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL CODES THAT HAVE JURISDICTION WHERE THE WORK IS BEING PERFORMED. THROUGHOUT THE CONTRACT DOCUMENTS CERTAIN CODES AND STANDARDS ARE REFERENCED. THE CONTRACTOR SHALL USE THE LATEST VERSIONS OF CODES AND STANDARDS REFERENCED UNLESS OTHERWISE NOTED. IF THE CONTRACTOR IS NOT FAMILIAR WITH THE REFERENCED STANDARD THEY SHALL CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTION. 6) PERMITS: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL GOVERNING AUTHORITIES. 7)WORKMAN: ALL WORK SHALL BE DONE WITH LICENSED WORKMEN IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL GOVERNING AUTHORITIES CODES AND REGULATIONS. 8) SUBMITTALS: THE CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL EQUIPMENT AND MATERIALS BEING PROVIDED BEFORE SUCH EQUIPMENT AND MATERIALS ARE PURCHASED AND INSTALLED. THE SUBMITTALS SHALL BE REVIEWED AND RETURNED BY THE OWNER'S REPRESENTED WITH APPROPRIATE COMMENTS. SUBMITTALS SHALL BE SUBMITTED ELECTRONICALLY IN PDF FORMAT AND WILL BE RETURNED WITH COMMENTS TO THE CONTRACTOR IN PDF FORMAT. 9)AS-BUILT DOCUMENTATION: THE CONTRACTOR SHALL PROVIDE ONE MARK-UP SET OF CONSTRUCTION DOCUMENTS SHOWING FINAL AS -BUILT CONDITIONS. DOCUMENTS SHALL CLEARLY SHOW THE CHANGES MADE TO THE INSTALLED SYSTEMS. 10) EQUIPMENT WARRANTIES, MAINTENANCE MANUALS AND INSTALLATION MANUALS: TURN OVER TO THE OWNER ALL MANUFACTURERS' WARRANTIES, MAINTENANCE MANUALS, AND INSTALLATION MANUALS FOR EQUIPMENT AND MATERIALS PROVIDED. 11) TERMINOLOGY: A)THE TERM "INDICATED" SHALL MEAN, "AS SHOWN ON CONTRACT DOCUMENTS SPECIFICATIONS, DRAWINGS, AND RELATED ATTACHMENTS " B) THE TERM "P OVIDE" SHALL MEAN, "TO FURNISH, INSTALL, AND CONNECT COMPLETELY". C) THE TERM "COORDINATE" SHALL MEAN ONE OR MORE OF THE FOLLOWING: "TO MANAGE, INTERFACE, COMMUNICATE, MAKE ARRANGEMENT, BRING INTO ORDER, ADMINISTER AND HANDLE COMPLETELY". D) THE TERM "INTERIOR" IS AN INTERIOR LOCATION WHERE ITS ENVIRONMENT IS HEATED AND10R AIR CONDITIONED AND NOT SUBJECT TO OUTSIDE WEATHER CONDITIONS. E) THE TERM "EXTERIOR" IS ALL LOCATIONS, WHICH ARE NOT INTERIOR, OR UNDERGROUND. F) THE TERM "INTERIOR FINISHED SPACE" IS INTERIOR SPACES, WHICH ARE USED FOR OFFICES, CORRIDORS, LOBBIES, TOILETS, STORAGE AND FILING ROOMS, LOUNGES, MECHANICAL ROOMS, ELECTRICAL ROOMS, ETC. 13) DEMOLITION: DEMOLITION OF INDICATED ITEMS INCLUDES THE REMOVAL AND PROPER DISPOSAL OF THOSE ITEMS AND ALL ASSOCIATED PIPING, DUCTWORK, WIRING AND HANGERS. ELECTRICAL BRANCH, CONTROL, TELEPHONE, AND ALARM WIRING SHALL BE REMOVED BACK TO PANELBOARDS OR RELATED SYSTEM PANELS OR BACKBOARDS. 14) EQUIPMENT AND MATERIAL INSTALLATIONS: A)ALL EQUIPMENT AND MATERIALS SHALL BE LABELED AND LISTED, AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S REQUIREMENTS. B)WHEN A MANUFACTURER RECOMMENDS AN OPTION OR ACCESSORY ITEM FOR THE INSTALLED CONDITION, OPERATION, OR ENVIRONMENT THAT IS TO BE EXPERIENCED, SUCH ITEM SHALL BE SUPPLIED AT NO ADDITIONAL COST TO THE OWNER. CALL WORK IN INTERIOR FINISHED SPACES SHALL BE CONCEALED BEHIND WALLS, ABOVE CEILINGS OR HUNG CEILINGS, OR UNDER THE FLOOR. PROVIDE ALL NECESSARY CUTTING PATCHING, REPAINTING A%,OR REPLACEMENT OF CEILING tILES AS REQUIRED TO PERFORM W RK. D) INSTALL SYSTEMS, MATERIALS, AND EQUIPMENT TO CONFORM WITH APPROVED SUBMITTAL DATA, INCLUDING COORDINATION DRAWINGS (IF REQUIRED), TO GREATEST EXTENT POSSIBLE. CONFORM TO ARRANGEMENTS INDICATED BY THE CONTRACT DOCUMENTS, RECOGNIZING THAT PORTIONS OF THE WORK ARE SHOWN ONLY IN DIAGRAMMATIC FORM. WHERE COORDINATION REQUIREMENTS CONFLICT WITH INDIVIDUAL SYSTEM REQUIREMENTS, REFER CONFLICT TO THE ARCHITECT/ENGINEER. E) INSTALL SYSTEMS, MATERIALS, AND EQUIPMENT LEVEL AND PLUMB, PARALLEL AND PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS, WHERE INSTALLED EXPOSED IN FINISHED SPACES F) WHERE MOUNTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED, INSTALL SYSTEMS, MATERIALS, AND EQUIPMENT TO PROVIDE THE MAXIMUM HEADROOM POSSIBLE. FIRE PROTECTION SPECIFICATIONS I PART 1 GENERAL 1.1 REFERENCES: THE PUBLICATIONS LISTED BELOW FORM A PART OF THIS SPECIFICATION TO THE EXTENT REFERENCED. THE PUBLICATIONS ARE REFERRED TO WITHIN THE TEXT BY THE BASIC DESIGNATION ONLY. MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY (MSS) MSS SP-58(2002) PIPE HANGERS AND SUPPORTS - MATERIALS, DESIGN AND MANUFACTURE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) NFPA 13(2002) INSTALLATION OF SPRINKLER SYSTEMS UNDERWRITERS LABORATORIES (UL) UL 262(2004) GATE VALVES FOR FIRE -PROTECTION SERVICE UL FIRE PROT DIR(2004) FIRE PROTECTION EQUIPMENT DIRECTORY 1.2 SYSTEM DESCRIPTION: PROVIDE NEW AND MODIFY AN EXISTING AUTOMATIC WET PIPE FIRE EXTINGUISHING SPRINKLER SYSTEMS FOR UUNIPLt I t Mt PKU i tC'I IUN UUVtRHGt THROUGHOUT I THE SPACE. 1.3 QUALITY ASSURANCE 1.3.1 QUALIFICATIONS OF INSTALLER: PRIOR TO INSTALLATION, SUBMIT DATA SHOWING THAT THE CONTRACTOR HAS SUCCESSFULLY INSTALLED SYSTEMS OF THE SAME TYPE AND DESIGN AS SPECIFIED HEREIN, OR THAT CONTRACTOR HAS A FIRM CONTRACTUAL AGREEMENT WITH A SUBCONTRACTOR HAVING SUCH REQUIRED EXPERIENCE. DATA SHALL INCLUDE NAMES AND LOCATIONS OF AT LEAST TWO INSTALLATIONS WHERE THE CONTRACTOR, OR THE SUBCONTRACTOR REFERRED TO ABOVE, HAS INSTALLED SUCH SYSTEMS. INDICATE TYPE AND DESIGN OF EACH SYSTEM AND CERTIFY THAT EACH SYSTEM HAS PERFORMED SATISFACTORILY IN THE MANNER INTENDED FOR NOT LESS THAN 18 MONTHS. QUALIFICATIONS OF SYSTEM TECHNICIAN: INSTALLATION DRAWINGS, SHOP DRAWING AND AS -BUILT DRAWINGS SHALL BE PREPARED, BY OR UNDER THE SUPERVISION OF, AN INDIVIDUAL WHO IS EXPERIENCED WITH THE TYPES OF WORKS SPECIFIED HEREIN, AND IS CURRENTLY CERTIFIED BY THE NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES (NICET) AS AN ENGINEERING TECHNICIAN NTH MINIMUM LEVEL -III CERTIFICATION IN AUTOMATIC SPRINKLER SYSTEM PROGRAM. CONTRACTOR SHALL SUBMIT DATA FOR APPROVAL SHOWING THE NAME AND CERTIFICATION OF ALL INVOLVED INDIVIDUALS WITH SUCH QUALIFICATIONS AT OR PRIOR TO SUBMITTAL OF DRAWINGS. PART 2 PRODUCTS 2.1 ABOVEGROUND PIPING SYSTEMS: PROVIDE FITTINGS FOR CHANGES IN DIRECTION OF PIPING AND FOR CONNECTIONS. MAKE CHANGES IN PIPING SIZES THROUGH TAPERED REDUCING PIPE FITTINGS; BUSHINGS WILL NOT BE PERMITTED. PERFORM WELDING IN THE SHOP; FIELD WELDING WILL NOT BE PERMITTED. CONCEAL PIPING IN AREAS WITH SUSPENDED AND GYPSUM BOARD CEILINGS. 2.1.1 SPRINKLER PIPING: NFPA 13, EXCEPT AS MODIFIED HEREIN. STEEL PIPING SHALL BE SCHEDULE 40 FOR SIZES LESS THAN 8 INCHES, AND SCHEDULE 30 OR 40 FOR SIZES 8 INCHES AND LARGER. FITTINGS INTO WHICH SPRINKLER HEADS, SPRINKLER HEAD RISER NIPPLES, OR DROP NIPPLES ARE THREADED SHALL BE WELDED, THREADED, OR GROOVED -END TYPE, PLAIN -END FITTINGS WITH MECHANICAL COUPLINGS AND FITTINGS WHICH USE STEEL GRIPPING DEVICES TO BITE INTO THE PIPE WHEN PRESSURE IS APPLIED WILL NOT BE PERMITTED. RUBBER GASKETED GROOVED -END PIPE AND FITTINGS WITH MECHANICAL COUPLINGS SHALL BE PERMITTED IN PIPE SIZES 1.5 INCHES AND LARGER. FITTINGS SHALL BE UL FIRE PROT DIR LISTED OR FM P7825 APPROVED FOR USE IN WET PIPE SPRINKLER SYSTEMS. FITTINGS, MECHANICAL COUPLINGS, AND RUBBER GASKETS SHALL BE SUPPLIED BY THE SAME MANUFACTURER. STEEL PIPING WITH WALL THICKNESS LESS THAN SCHEDULE 30 SHALL NOT BE THREADED. SIDE OUTLET TEES USING RUBBER GASKETED FITTINGS SHALL NOT BE PERMITTED. SPRINKLER PIPE AND FITTINGS SHALL BE METAL. 2.1.2 SPRINKLER HEADS: PROVIDE NOMINAL 0.50 INCH ORIFICE SPRINKLER HEADS. 0-RINGS WILL NOT BE PERMITTED IN SPRINKLER HEADS. RELEASE ELEMENT OF EACH HEAD SHALL BE OF THE INTERMEDIATE TEMPERATURE RATING OR HIGHER AS SUITABLE FOR THE SPECIFIC APPLICATION. 2.1.3 PIPE HANGERS AND SUPPORTS: PROVIDE IN ACCORDANCE WITH NFPA 13. ATTACH TO STEEL JOISTS WITH MSS SP-58, TYPE 19 OR 23 CLAMPS AND RETAINING STRAPS. ATTACH TO STEEL W OR S BEAMS WITH TYPE 21, 28, 29, OR 30 CLAMPS. ATTACH TO STEEL ANGLES AND VERTICAL WEB STEEL CHANNELS WITH TYPE 20 CLAMP WITH BEAM CLAMP CHANNEL ADAPTER. ATTACH TO HORIZONTAL WEB STEEL CHANNEL AND WOOD WITH DRILLED HOLE ON CENTERLINE AND DOUBLE NUT AND WASHER. ATTACH TO CONCRETE WITH TYPE 18 INSERT OR DRILLED EXPANSION ANCHOR. PLUG, CHAIN, AND IDENTIFYING FIRE DEPARTMENT CONNECTION ESCUTCHEON PLATE. PART 3 EXECUTION 3.1 INSTALLATION: INSTALLATION, WORKMANSHIP, FABRICATION, ASSEMBLY, ERECTION, EXAMINATION, INSPECTION, AND TESTING SHALL BE IN ACCORDANCE WITH NFPA 13, EXCEPT AS MODIFIED HEREIN. INSTALL PIPING STRAIGHT AND TRUE TO BEAR EVENLY ON HANGERS AND SUPPORTS. KEEP THE INTERIOR AND ENDS OF NEW PIPING AND EXISTING PIPING AFFECTED BY CONTRACTOR'S OPERATIONS THOROUGHLY CLEANED OF WATER AND FOREIGN MATTER. KEEP PIPING SYSTEMS CLEAN DURING INSTALLATION BY MEANS OF PLUGS OR OTHER APPROVED METHODS. INSPECT PIPING BEFORE PLACING INTO POSITION. PROVIDE TEFLON PIPE THREAD PASTE ON MALE THREADS. 3.2 FIELD QUALITY CONTROL- PERFORM TEST TO DETERMINE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. TEST, INSPECT, AND APPROVE PIPING BEFORE COVERING OR CONCEALING. 3.2.1 PRELIMINARY TESTS: HYDROSTATICALLY TEST EACH SYSTEM AT 200 PSIG FOR A 2 HOUR PERIOD WITH NO LEAKAGE OR REDUCTION IN PRESSURE. FLUSH PIPING WITH POTABLE WATER IN ACCORDANCE WITH NFPA 13. PIPING ABOVE SUSPENDED CEILINGS SHALL BE TESTED, INSPECTED, AND APPROVED BEFORE INSTALLATION OF CEILINGS. TEST THE ALARMS AND OTHER DEVICES. TEST THE WATER FLOW ALARMS BY FLOWING WATER THROUGH THE INSPECTOR'S TEST CONNECTION. WHEN TESTS HAVE BEEN COMPLETED AND CORRECTIONS MADE, SUBMIT A SIGNED AND DATED CERTIFICATE, SIMILAR TO THAT SPECIFIED IN NFPA 13. 3.2.2 FORMAL TESTS AND INSPECTIONS: DO NOT SUBMIT A REQUEST FOR FORMAL TEST AND INSPECTION UNTIL THE PRELIMINARY TEST AND CORRECTIONS ARE COMPLETED AND APPROVED. SUBMIT A WRITTEN REQUEST FOR FORMAL INSPECTION AT LEAST 15 DAYS PRIOR TO INSPECTION DATE. AN EXPERIENCED TECHNICIAN REGULARLY EMPLOYED BY THE SYSTEM INSTALLER SHALL BE PRESENT DURING THE INSPECTION. AT THIS INSPECTION, REPEAT ANY OR ALL OF THE REQUIRED TESTS AS DIRECTED. CORRECT DEFECTS IN WORK PROVIDED BY THE CONTRACTOR, AND MAKE ADDITIONAL TESTS UNTIL THE SYSTEMS COMPLY WITH CONTRACT REQUIREMENTS. FURNISH APPLIANCES, EQUIPMENT, ELECTRICITY, INSTRUMENTS, CONNECTING DEVICES, AND PERSONNEL FOR THE TESTS. THE OWNER WILL FURNISH WATER FOR THE TESTS. DOUBLE INTERLOCK ELECTRIC/PNEUMATIC ACTUATION PREACTION SYSTEM REQUIREMENT GENERAL: - PROVIDED A TYCO® MODEL DV-5 RED-E CABINET WITH DOUBLE INTERLOCK ELECTRIC/PNEUMATIC ACTUATION PREACTION SYSTEM WITH ELECTRIC/PNEUMATIC ACTUATION. PROVIDE : 2 SYSTEMS ONE OF 1-1/2 INCH (USA) AND A 2 INCH MODEL DV-5 RED-E CABINET WITH ELECTRIC/PNEUMATIC ACTUATED DOUBLE INTERLOCK PREACTION SYSTEM RISER WITH AIR COMPRESSOR FOR INSTALLATION IN USA . PART NUMBERS DN40 AND DN50 RERSPECIVELY SEE DATA SHEETS TFP1400 AND TFP1460 PRODUCTS: PROVIDE A TYCO® MODEL DV-5 RED-E CABINET SHALL BE A PRE -ASSEMBLED FIRE PROTECTION VALVE PACKAGE ENCLOSED WITHIN A FREE-STANDING CABINET DESIGNED TO OCCUPY MINIMAL FLOUR SPACE AND TO PROVIDE AN AESTHETICALLY PLEASING ENCLOSURE FOR A FIRE PROTECTION VALVE RISER. THE ENTIRE PACKAGE SHALL BE oar urlOCn Ahln TUC wATCD IAII r7 AKM nl ITI PTC Tn TUG IIAI \lP DIQPD ARP CDr1n\/17n TO DPIWI 17 AAIAIIAAAI r ILL—y111\LV 1111jV IIIL VIMILl\ IIYLLI rUYV VVILLIJ IV IIIL Vn"VIL 1\IJLI\ r VI\VV IV I INV.IVL •III/�L INSTALLATION TIME. THE VALVE PACKAGE SHALL INCLUDE THE SYSTEM (MANUAL) SHUT-OFF CONTROL VALVE, AUTOMATIC WATER CONTROL VALVE, AND WATERFLOW/SUPERVISORY SWITCHES. A BUILT-IN AIR COMPRESSOR WITH ASSOCIATED CONTROLS SHALL BE PROVIDE AN AUTOMATIC AIR SUPPLY FOR USE AS EITHER SUPERVISION OR AUTOMATIC WATER CONTROL VALVE ACTUATION. INTEGRAL TO THE CABINET SHALL BE A CONTROL PANEL AND BACK-UP BATTERIES FOR PROVIDING ELECTRICAL ALARM, SUPERVISORY, AND TROUBLE FUNCTIONS. ALL SWITCHES WITHIN THE CABINET SHALL BE PRE -WIRED TO THE CONTROL PANEL, MAKING THE ELECTRICAL CONNECTIONS FOR POWER, DETECTION CIRCUITS, AND ALARMS THE ONLY REMAINING CONNECTIONS TO COMPLETE THE SYSTEM. UNIT SHALL HAUL A fKUNI WINUUW IN IHE DOUR FUK VIEWING 'IHt KtLtASING PANEL I'UNUIIUNK AND LbbtNIIAL SYSTEM PRESSURE GAUGES. PROVIDE LOCKS FOR THE CONTROL PANEL ACCESS DOOR AND A LOCK FOR THE CABINET DOOR. INSTALL AND MAINTAIN THE PREACTION SYSTEM DESCRIBED HEREIN IN COMPLIANCE WITH THIS DOCUMENT, MANUFACTURES DOCUMENTS AND WITH THE APPLICABLE STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION, IN ADDITION TO THE STANDARDS OF ANY AUTHORITIES HAVING JURISDICTION. FAILURE TO DO SO MAY IMPAIR THE PERFORMANCE OF THESE DEVICES. PROVIDE FINIAL UNIT SIZING CALCULATIONS TO MATCH INSTALLATION SITE. PROVIDE A REPORT AND SUBMITTAL OF RECORD OF COMPLETION. PROVIDE CONNECTION TO CLEAN AGENT FIRE PROTECTION SYSTEM FOR ELECTRIC ARMING OPERATION DOUBLE INTERLOCK PREACTION WITH ELECTRIC/PNEUMATIC ACTUATION. TRIP OF CLEAN AGENT FIRE SUPPRESSION SYSTEM SHALL ARM PREACTION. CONSTRUCTION: THE CABINET SHALL BE CONSTRUCTED OF 14 GAUGE STEEL, AND SHALL BE FREE STANDING. THE STANDARD PAINT FINISH SHALL BE BRIGHT RED. THE FRONT DOOR OF THE ENCLOSURE SHALL BE FULLY HINGED (AND REMOVABLE) TO MAXIMIZE ACCESS TO THE ENCLOSURE, ALL FOUR SIDES OF THE CABINET SHALL BE REMOVABLE FOR EASE OF MAINTENANCE, AND FURNITURE GRADE ROLLERS SHALL BE PROVIDED AT THE BOTTOM OF THE CABINET. INTERNAL CONTROLS THAT PROVIDE FUNCTIONS TO RESET A SYSTEM AFTER OPERATION (E.G., ALARM TEST VALVE, MAIN DRAIN VALVE, ETC.) SHALL BE INDIVIDUALLY TAGGED FOR EASY IDENTIFICATION. ALL PREFABRICATED PIPING SHALL BE SCHEDULE 40 STEEL. WORKING PRESSURE RANGE: 20 TO 250 PSI (1,4 TO 17,2 BAR). SHOP DRAWINGS. ALONG WITH CALCULATIONS PROVIDE A LIST OF RISER COMPONENTS AND A CROSS REFERENCE TO INDIVIDUAL TECHNICAL DATA SHEETS, AS WELL AS INDIVIDUAL COMPONENT LABORATORY APPROVAL INFORMATION. AIR COMPRESSOR FOR DOUBLE INTERLOCK PREACTION SYSTEM SHALL BE AS FOLLOWS MODEL NUMBERHORSEPOWERVOLTAGE(1)SYSTEM VOLUME,GALLONS (UTERS)20 PSI IN 30 MIN.SYSTEM VOLUME,GALLONS (UTERS)40 PSI IN 30 MIN.OL11016AC1/6115, 60 HZ290 (1095)110 (415 DESIGN CONSIDERATIONS 1. THE AUTOMATIC SPRINKLERS AND/OR NOZZZLES, FIRE DETECTION DEVICES, MANUAL PULL STATIONS, AND SIGNALING DEVICES THAT ARE TO BE UTILIZED WITH THE RED-E CABINET MUST BE UL LISTED, OR FM APPROVED, AS APPLICABLE. 2. THE SYSTEM DESIGNER MUST CONSIDER AND MAKE PREPARATIONS FOR USE OF A RED-E CABINET AS FOLLOWS: 3. ADEQUATE FLOOR SPACE TO FACILITATE OPENING OF THE CABINET DOOR. 4. MINIMUM AMBIENT TEMPERATURE OF 40'F/4 C. 5.INSTALLATION OF A SUITABLY SIZED WATER SUPPLY TO THE WATER SUPPLY HEADER PORT A INSTALLATION OF SYSTEM PIPING INCLUDING AUTOMATIC SPRINKLERS AND/OR NOZZLES FROM THE RED-E CABINET OUTLET. 6. INSTALLATION OF DRAINS FROM MAIN DRAIN HEADER (PORT C, FIG. 1) AND DRIP FUNNEL HEADER (PORT D, FIG. 1). 7.INSTALLATION OF THE DETECTION SYSTEM COMPONENTS AND ALARMS. & VERIFY OF AIR COMPRESSOR SIZE FOR DOUBLE INTERLOCK PREACTION SYSTEMS AS A FUNCTION OF SYSTEM TYPE AND VOLUME. 9.INSTALLATION: THE CABINET SHALL BE INSTALLED FOLLOWING THE DIRECTIONS GIVEN IN THE "RED-E CABINET INSTALLER'S MANUAL" PROVIDED WITH THE RED-E CABINET. INSTRUCTIONS PERTAIN TO THE FOLLOWING ITEMS: PLACING THE CABINET, CONNECTING THE SYSTEM PIPING INCLUDING DRAINS, ELECTRICAL CONNECTIONS , SYSTEM START-UP, CARE AND MAINTENANCE INSPECTION AND TESTING: MUST BE PERFORMED AS IN ACCORDANCE WITH THE REQUIREMENTS OF THE NFPA, AND ANY IMPAIRMENT MUST BE IMMEDIATELY CORRECTED. WARRANTY: PRODUCTS SHALL BE WARRANTED SOLELY TO THE ORIGINAL BUYER FOR TEN (10) YEARS AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP WHEN PAID FOR AND PROPERLY INSTALLED AND MAINTAINED UNDER NORMAL USE AND SERVICE. 40 Cold Spring Road Rocky Hill, CT06W T (860) 257 - 4900 F (860) 257 -4899 advent 55 North Main Street West Hartford, CT 06107 860-561-6210 Fax 860-561-6213 KUEGLERASSOCIATES 51 Depot St., Suite 214, Watertown. CT 06795 Phow:(860)945-6955 Fox:(860) 274.9540 qq ARC CTURE T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: &W-1 wff�kklj QUISENBERRY ARCARI ARCHI'TEC"TS, LLC www.qa-irchitects.com T (860) 677-4594 F (860) 677-8534 318 Main Sttmt Farmint,*ton, CT 00032 ®'� iiC 7�rj�/a��oo e, t ey�aeee e�0 Description: FIRE PROTECTION NOTES & SYMBOLS Issue AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: GJG Sheet #: 3/4" VALVE & PLUG f SPRINKLERS UNDER STAIRS I f f EXISTING SPRINKLER HEADS TO REMAIN EXISTING SPF HEAD TO REI FIRST FLOOR PLAN L FP 100 % 0 4' 8' 16' SCALE- 1 /8" = 1'-0" L M SEE ENLARGED PLAN. R L — EXISTING SPRINKLER HEADS IN FILE ROOM. REMOVE ALL PIPING BACK TO 3" ,SPRINKLER MAIN. PROVIDE SPRINKLER HEAD, MATCH TO EXISTING HEADS & CONNECT TO EXISTING SPRINKLER MAIN EXISTING SPRINKLER HEADS TO REMAIN PROVIDE SPRINKLER HEAD, MATCH TO EXISTING HEADS & CONNECT TO EXISTING SPRINKLER MAIN �D E F G H I J K YT FLOOR CONTROL STATION II— R1 Y L �P \� ICE i , R PROVIDE SPRINKLER HEAD TO MATCH EXISTING TAI'i ♦_� ! I f ON �� C kK OR R I ! I 2 - I CONNECT 4 RISER UP _ _ TO EXISTING TO 3RD FLOOR EN \ i ! SPRINKLER f l Tn_ ! MAIN D 2� SECOND FLOOR PLAN FP 100) 0 4' 8' 16' SCALE: 1/8" = 1'-0" -1I R i R � - PROVIDE SPRINKLER HEADS & MATCH TO EXISTING HEADS. CONNECT TO LESTINSPRINKLER N -- -I V f V i I u 1. L .7 • temsn�etus.mngrm wkKons 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 -4900 F (860) 257-4899 advent D E S I G N 55 North Main Street West Hartford, CT 06107 860-561-6210 Fax 860-561-6213 WEGLERASSOCKM 51 Depot St. Suite 214. Wolertown• Cr 06795 Phorw.(860) 945-6955 Fax (860) 274-95C T (203) 725-6336 44 Northwest Drive Watertown, CT 06795 In Association With: W1 24QJM QUISENBERRYARCARI ARCHITECTS,1.1 www.ga-architects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 escription: FIRE PROTECTION 1ST & 2ND FLOOR PLANS Issue Dates: AUGUST 10, 2012 Scale: Project #: Drawn By: G138-02 GJG Sheet #: FP100 EXISTING SPRINKLER HEADS TO REMAIN I PROVIDE SPRINKLER HEAD, MATCH TO EXISTING HEADS & CONNECT TO EXISTING SPRINKLER MAIN Q2�___T EXISTING SPRINKLER HEAD TO REMAIN PROVIDE SPRINKLER HEAD, MATCH TO EXISTING HEADS & CONNECT TO EXISTING SPRINKLER MAIN D E F G H I J K L M FLOOR CONTROL STATION THIRD FLOOR PLAN 0 4' 8' 16' SCALE: 1 /8" = 1'-0" PROVIDE SPRINKLER HEAD, MATCH TO EXISTING HEADS & CONNECT TO EXISTING SPRINKLER MAIN I I I PROVIDE SPRINKLER HEAD, MATCH TO J — EXISTING HEADS & CONNECT TO EXISTING SPRINKLER MAIN I C..;UKK. ,CONNECT TO EXG SPRINKLEF 42 PIPING MOTORIZED DAMPERS i(SPRING CLOSED) STORAGE TANK (SIZE �' 3 PER MANUFACTURER'S REQUIREMENTS) COORDINATE LOCATION WITH OWNER ABORT BUTTON MANUAL RELEASE CONTROL PANEL Li i 3 ,9 .� CONNECT TO rvn cnnutvl ro F-AU JFt<nvnl UN MAIN 120 ! -I H 119 PROVIDE FLOOR DRAIN — & RUN DRAIN FROM THE INTEGRATED PREACTION FIRE PROIECIIOIY PACKAGE DN TO FLOOR DRAIN COIN COU NTER INTEGRATED - -- _- PREACTION - FIRE PROTECTION PACKAGE (IPFPP#1) /'1CC1 TC ALARM BELL AUDIBLE & VISUAL ALARM (TYPICAL) MOTORIZED DAMPERS (SPRING CLOSED) ,o� —I z=1-- - - f 1" CONNECT TO - I EXG SPRINKLER PIPING ENLARGED FILE ROOM PLAN TLI'l) 0 2' 4' 8' SCALE: 1/4' = 1'-0" REMOVE SPRINKLER HEAD & ALL ASSOCIATED PIPING (TYPICAL IN FILE RM) DETECTOR AT CEILING (TYPICAL) PREACTION SPRINKLER HEADS 7,.,. ICA k1Tt'II;AL J) I I 3" I -CONNECT TO �G SPRINKLER MAIN C -CLEAN AGENT FLOW NOZZLE STn I I/rDN PROVIDE FLOOR DRAIN EXISTING SPRINKLER — INTEGRATED & RUN DRAIN FROM THE HEADS TO REMAIN r PREACTION INTEGRATED PREACTION L FIRE PROTECTION FIRE PROTECTION PACKAGE PACKAGE (IPFPP#2) TO OOR DRAIN EXISTING SPRINKLER HEADS TO REMAIN 4" ALARM BELL W W CLEAN AGENT FLOW NOZZLE PREACTION SPRINKLER HEADS (TYPICAL 2) DETECTOR AT CEILING (TYPICAL) REMOVE EXISTING SPRINKLER HEADS & CAP MAIN (TYPICAL 2) CLEAN AGtN1 PIPING I 4!-' -4 3 all W 4 AUDIBLE & VISUAL ALARM (TYPICAL) >< C14_ ;o I 3 ABORT BUTTON MANUAL RELEASE NETWORK P CONTROL PANEL 1-1/4" 1-1/4" WPA WPA STORAGE TANK (SIZE oe PER MANUFACTURER'S REQUIREMENTS) I I 6"0 MOTORIZED DAMPER (SPRING CLOSED) I I ENLARGED NETWORK ROOM PLAN FP 101 0 2' 4' 8' SCALE. 1/4" = l'-0" 0 C-R�sofid is 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257-4900 F (860) 257-4899 advent 'r- J I C I r. 55 North Main Street West Hartford, CT 06107 Sti0-5ii 1-ti210 Fax 860-561-6213 D KUEGLERASSOCKIM 51 Depot St.. Suite 214, wotedo—. CT06795 Phone: (860) 945-6955 Fax: (W) 274-9540 T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: I rA h,d QUISENBERRY ARCARI ARCHITECTS, LLC www.qa-architects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 ss°°°QV- C0��F �,,� s C 0'Q�': No.17601 ' �9`�.SS CENS ���;v V Ile, O z � C) V Fri m w o O V1 V H z c� 0- 0..4 z a w to 111.0 r-I Sheet Description: FIRE PROTECTION 3RD FLOOR & PARTIAL PLANS sue Dates: AUGUST 10, 2012 r Scale: Project #: G138-02 Drawn By: GJG Sheet #: FIRE PROTECTION CLEAN AGENT SPECIFICATION SECTION 1 - GENERAL CONDITIONS I. SCOPE: THIS SPECIFICATION OUTLINES THE REQUIREMENTS FOR A "TOTAL FLOOD" ECARO-25TM CLEAN AGENT FIRE SUPPRESSION SYSTEM UTILIZING HFC-125 AS THE FIRE EXTINGUISHING AGENT AND WITH A SHP PRO® CONVENTIONAL DETECTION AND CONTROL SYSTEM. THE WORK DESCRIBED IN THIS SPECIFICATION INCLUDES ALL ENGINEERING, LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY, AND REQUIRED, TO COMPLETE AND TEST THE SUPPRESSION AND DETECTION SYSTEM. THE CONTRACTOR MAY PROVIDE AN ALTERNATE CLEAN AGENT FIRE SUPPRESSION SYSTEM. ALTERANTE SYSTEMS SHALL BE APPROVED BY THE ENGINEER FOR ACCEPTANCE. II. APPLICABLE STANDARDS AND PUBLICATIONS: THE DESIGN, EQUIPMENT, INSTALLATION, TESTING AND MAINTENANCE OF THE CLEAN AGENT SYSTEM SHALL BE IN COMPLIANCE AND ACCORDANCE WITH THE APPLICABLE REQUIREMENTS SET FORTH IN THE LATEST EDITION OF THE FOLLOWING CODES, STANDARDS, AND THIRD PARTY APPROVAL AGENCIES: A) NFPA NO. 2001 - CLEAN AGENT FIRE EXTINGUISHING SYSTEMS B)NFPA NO. 70 - NATIONAL ELECTRICAL CODE C)NFPA NO. 72 - NATIONAL FIRE ALARM CODE D)FM APPROVALS E) UNDERWRITERS LABORATORY F) REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION (AHJ) THE STANDARDS LISTED, AS WELL AS ALL OTHER APPLICABLE CODES AND STANDARDS SHALL BE USED AS "MINIMUM" DESIGN STANDARDS. ALSO TO BE CONSIDERED ARE THE REQUIREMENTS OF THE "AUTHORITY HAVING JURISDICTION" AND GOOD ENGINEERING PRACTICES. III. REQUIREMENTS: THE ECARO-25 CLEAN AGENT SYSTEM INSTALLATION SHALL BE MADE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS AND APPLICABLE STANDARDS. SHOULD A CONFLICT OCCUR BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL PREVAIL IV. EXCLUSIONS: THE WORK LISTED BELOW SHALL BE PROVIDED BY OTHERS, OR UNDER OTHER SECTIONS OF THIS SPECIFICATION: A)120 VAC VAC POWER SUPPLY TO THE SYSTEM CONTROL PANEL B) INTERLOCK WIRING AND CONDUIT FOR SHUTDOWN OF WAC, DAMPERS AND/OR ELECTRIC POWER SUPPLIES, RELAYS OR SHUNT TRIP BREAKERS. C) CONNECTION TO LOCAL/REMOTE FIRE ALARM SYSTEMS, LISTED CENTRAL ALARM STATION(S). V. QUALITY ASSURANCE: A) MANUFACTURER: 1) THE MANUFACTURER OF THE CLEAN AGENT SYSTEM HARDWARE AND DETECTION COMPONENTS SHALL HAVE A MINIMUM OF 10 YEARS EXPERIENCE IN THE DESIGN AND MANUFACTURE OF SIMILAR TYPES OF SUPPRESSION SYSTEMS AND WHO REFER TO SIMILAR INSTALLATIONS PROVIDING SATISFACTORY SERVICE. 2) THE NAME OF THE MANUFACTURER, PART NUMBERS AND SERIAL NUMBERS SHALL APPEAR ON ALL MAJOR COMPONENTS. 3) ALL DEVICES, COMPONENTS AND EQUIPMENT SHALL BE THE PRODUCTS OF THE SAME MANUFACTURER. 4) ALL DEVICES, COMPONENTS AND EQUIPMENT SHALL BE NEW, STANDARD PRODUCTS OF THE MANUFACTURER'S LATEST DESIGN AND SUITABLE TO PERFORM THE FUNCTIONS INTENDED. 6) ALL DEVICES AND EQUIPMENT SHALL BE Ul LISTED OR FM APPROVED. 7) LOCKS FOR ALL CABINETS SHALL BE KEYED ALIKE. B) INSTALLER: 1) THE INSTALLING CONTRACTOR SHALL BE TRAINED BY THE SUPPLIER TO DESIGN, INSTALL, TEST AND MAINTAIN A CLEAN AGENT SYSTEM. 2) WHEN POSSIBLE, THE INSTALLING CONTRACTOR SHALL EMPLOY A NICET CERTIFIED SPECIAL HAZARD DESIGNER, LEVEL 2 OR ABOVE, WHO WILL BE RESPONSIBLE FOR THIS PROJECT. 3) THE INSTALLING CONTRACTOR SHALL BE AN EXPERIENCED FIRM REGULARLY ENGAGED IN THE INSTALLATION OF AUTOMATIC CLEAN AGENT, OR SIMILAR, FIRE SUPPRESSION SYSTEMS IN STRICT ACCORDANCE WITH ALL APPLICABLE STANDARDS. 4) THE INSTALLING CONTRACTOR MUST HAVE A MINIMUM OF FIVE (5) YEARS EXPERIENCE IN THE DESIGN, INSTALLATION AND TESTING OF CLEAN AGENT, OR SIMILAR, FIRE SUPPRESSION SYSTEMS. A LIST OF SYSTEMS OF A SIMILAR NATURE AND SCOPE SHALL BE PROVIDED ON REQUEST. 5) THE INSTALLING CONTRACTOR SHALL SHOW EVIDENCE THAT HIS COMPANY CARRIES A MINIMUM $2,000,000.00 LIABILITY AND COMPLETED OPERATIONS INSURANCE POLICY. THESE LIMITS SHALL SUPERSEDE LIMITS REQUIRED IN THE GENERAL CONDITIONS OF THE SPECIFICATIONS. 6) THE INSTALLING CONTRACTOR SHALL MAINTAIN, OR HAVE ACCESS TO, A CLEAN AGENT RECHARGING STATION. THE INSTALLING CONTRACTOR SHALL PROVIDE PROOF OF HIS ABILITY TO RECHARGE THE LARGEST CLEAN AGENTSYSTEM WITHIN 24 HOURS AFTER A DISCHARGE. INCLUDE THE AMOUNT OF BULK AGENT STORAGE AVAILABLE. 7 THE INSTALLING CONTRACTOR SHALL BE AN AUTHORIZED STOCKING DISTRIBUTOR OF THE CLEAN AGENT SYSTEM EQUIPMENT SO THAT IMMEDIATE REPLACEMENT PARTS ARE AVAILABLE FROM INVENTORY. 8) THE INSTALLING CONTRACTOR SHALL SHOW PROOF OF EMERGENCY SERVICE AVAILABLE ON A TWENTY-FOUR HOUR, SEVEN -DAY -A -WEEK BASIS. C) SUBMITTALS: 1) THE INSTALLING CONTRACTOR SHALL SUBMIT THE FOLLOWING DESIGN INFORMATION AND DRAWINGS FOR APPROVAL PRIOR TO STARTING WORK ON THIS PROJECT: • FIELD INSTALLATION LAYOUT DRAWINGS HAVING A SCALE OF NOT LESS THAN 1/8"=1'-0" (1:100M) DETAILING THE LOCATION OF ALL AGENT STORAGE TANKS, PIPE RUNS INCLUDING PIPE SIZES AND LENGTHS, CONTROL PANEL(S), DETECTORS, MANUAL PULL STATIONS, ABORT STATIONS, AUDIBLE AND VISUAL ALARMS, ETC. • AUXILIARY DETAILS AND INFORMATION SUCH AS MAINTENANCE PANELS, DOOR HOLDERS, SPECIAL SEALING REQUIREMENTS AND EQUIPMENT SHUTDOWNS. • SEPARATE LAYOUTS, OR DRAWINGS, SHALL BE PROVIDED FOR EACH LEVEL, (I.E.; ROOM, UNDERFLOOR, AND ABOVE CEILING) AND FOR MECHANICAL AND ELECTRICAL WORK. • A SEPARATE LAYOUT OR DRAWING, SHALL SHOW ISOMETRIC DETAILS OF AGENT STORAGE CONTAINERS, MOUNTING DETAILS AND PROPOSED PIPE RUNS AND SIZES. • ELECTRICAL LAYOUT DRAWINGS SHALL SHOW THE LOCATION OF ALL DEVICES AND INCLUDE POINT-TO-POINT CONDUIT RUNS AND A DESCRIPTION OF THE METHODS) USED FOR DETECTOR MOUNTING. • PROVIDE AN INTERNAL CONTROL PANEL WIRING DIAGRAM WHICH SHALL INCLUDE POWER SUPPLY REQUIREMENTS AND FIELD WIRING TERMINATION POINTS. • GRAPHIC ANNUNCIATOR WIRING SCHEMATICS AND DIMENSIONED DISPLAY PANEL ILLUSTRATION SHALL BE PROVIDED. (OPTIONAL DEVICE) • COMPLETE HYDRAULIC FLOW CALCULATIONS, FROM FIKE'S UL/FM APPROVED ECARO-25 FLOW CALCULATION PROGRAM, SHALL BE PROVIDED FOR ALL ENGINEERED CLEAN AGENT SYSTEMS. THE INDIVIDUAL SECTIONS OF PIPE TO BE USED, AS SHOWN ON THE ISOMETRICS, MUST BE IDENTIFIED AND INCLUDED IN THE CALCULATION. TOTAL AGENT DISCHARGE TIME MUST BE SHOWN AND DETAILED BY ZONE. • PROVIDE CALCULATIONS FOR THE BATTERY STAND-BY POWER SUPPLY TAKING INTO CONSIDERATION THE POWER REQUIREMENTS OF ALL ALARMS, INITIATING DEVICES AND AUXILIARY COMPONENTS UNDER FULL LOAD CONDITIONS. • A COMPLETE SEQUENCE OF OPERATION SHALL BE SUBMITTED DETAILING ALL ALARM DEVICES, SHUTDOWN FUNCTIONS, REMOTE SIGNALING, DAMPER OPERATION, TIME DELAY AND AGENT DISCHARGE FOR EACH ZONE OR SYSTEM. 2) SUBMIT DRAWINGS, CALCULATIONS AND SYSTEM COMPONENT DATA SHEETS FOR APPROVAL TO THE LOCAL FIRE PREVENTION AGENCY, OWNERS INSURANCE UNDERWRITER, AND ALL OTHER AUTHORITIES HAVING JURISDICTION BEFORE STARTING INSTALLATION. SUBMIT APPROVED PLANS TO THE ARCHITECT/ENGINEER FOR RECORD. SECTION 2 - AGENT REQUIREMENTS I. SYSTEM DESCRIPTION AND OPERATION: A)THE SYSTEM SHALL BE A FIKE ECARO-25 CLEAN AGENT SYSTEM UTILIZING HFC-125 AS THE FIRE EXTINGUISHING AGENT SUPPLIED BY OR EQUAL- FIKE CORPORATION 704 SOUTH 10TH STREET BLUE SPRINGS, MO 64015 B) THE ECARO-25 SYSTEM SHALL PROVIDE A MINIMUM DESIGN CONCENTRATION OF 8.0%, BY VOLUME, IN ALL AREAS AND/OR PROTECTED SPACES, AT THE MINIMUM ANTICIPATED TEMPERATURE WITHIN THE PROTECTED AREA. PER NFPA 2001, THE SYSTEM DESIGN SHALL NOT EXCEED A MAXIMUM EXPOSURE LIMIT CONCENTRATION LEVEL OF 11.5%, BY VOLUME, UNLESS PROVISIONS FOR ROOM EVACUATION, BEFORE AGENT RELEASE, ARE PROVIDED. ALL PERSONNEL SHOULD BE ABLE TO LEAVE THE PROTECTED SPACE PRIOR TO THE DISCHARGE OR AT LEAST WITHIN 5 MINUTES OF THE COMMENCEMENT OF DISCHARGE. C)THE SYSTEM SHALL BE COMPLETE IN ALL WAYS. IT SHALL INCLUDE ALL MECHANICAL AND ELECTRICAL INSTALLATION, ALL DETECTION AND CONTROL EQUIPMENT, AGENT STORAGE CONTAINERS, ECARO-25 AGENT, SYSTEM ACTUATION EQUIPMENT, DISCHARGE NOZZLES, PIPE AND FITTINGS, MANUAL RELEASE AND ABORT STATIONS, AUDIBLE AND VISUAL ALARM DEVICES, AUXILIARY DEVICES AND CONTROLS, SHUTDOWNS, ALARM INTERFACE, CAUTION/ ADVISORY SIGNS, FUNCTIONAL CHECKOUT AND TESTING, TRAINING AND ALL OTHER OPERATIONS NECESSARY FOR A FUNCTIONAL U.L LISTED AND/OR F.M. APPROVED ECARO-25 CLEAN AGENT SYSTEM. D) PROVIDE TWO (2) INSPECTIONS DURING THE FIRST YEAR OF SERVICE. INSPECTIONS SHALL BE MADE AT 6 MONTH INTERVALS COMMENCING WHEN THE SYSTEM IS FIRST PLACED INTO NORMAL SERVICE. E)THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING AND SECURING THE PROTECTED SPACES AGAINST AGENT LOSS AND/OR LEAKAGE DURING THE 10 MINUTE "HOLD" PERIOD. F) THE SYSTEM(S) SHALL BE ACTUATED BY A COMBINATION OF IONIZATION AND/OR PHOTOELECTRIC DETECTORS INSTALLED IN ACCORDANCE WITH THE GUIDELINES STATED IN NFPA 72. G)DETECTORS SHALL BE WIRED IN SEQUENTIAL DETECTION METHOD OF OPERATION, STANDARD CROSS -ZONED DETECTION, OR SINGLE DETECTOR RELEASE. NO OTHER DETECTION / WIRING ARRANGEMENTS WILL BE ACCEPTABLE. H) AUTOMATIC OPERATION OF EACH PROTECTED AREA SHALL BE AS FOLLOWS: 1) ACTUATION OF ONE (1) DETECTOR, WITHIN THE SYSTEM, SHALL• A) ILLUMINATE THE "ALARM" LAMP ON THE CONTROL PANEL FACE. B) ENERGIZE AN ALARM BELL AND/OR AN OPTIONAL VISUAL INDICATOR. C)TRANSFER SETS OF 5 AMP RATED AUXILIARY CONTACTS WHICH CAN PERFORM AUXILIARY SYSTEM FUNCTIONS SUCH AS: 1) OPERATE DOOR HOLDER/CLOSURES ON ACCESS DOORS. 2) TRANSMIT A SIGNAL TO A FIRE ALARM SYSTEM. 3) SHUTDOWN WAC EQUIPMENT. D) LIGHT AN INDIVIDUAL LAMP ON AN OPTIONAL GRAPHIC ANNUNCIATOR. 2) ACTUATION OF A 2ND DETECTOR, WITHIN THE SYSTEM, SHALL - ILLUMINATE THE "PRE -DISCHARGE" LAMP ON THE CONTROL PANEL FACE. ENERGIZE A PRE -DISCHARGE HORN OR HORN/STROBE DEVICE. SHUT DOWN THE WAC SYSTEM AND/OR CLOSE DAMPERS. START TIME -DELAY SEQUENCE (NOT TO EXCEED 60 SECONDS). SYSTEM ABORT SEQUENCE IS ENABLED AT THIS TIME. LIGHT AN INDIVIDUAL LAMP ON AN OPTIONAL GRAPHIC ANNUNCIATOR. 3) AFTER COMPLETION OF THE TIME -DELAY SEQUENCE, THE ECARO-25 CLEAN AGENT SYSTEM SHALL ACTIVATE AND THE FOLLOWING SHALL OCCUR: ILLUMINATE A "RELEASE" LAMP ON THE CONTROL PANEL FACE. SHUTDOWN OF ALL POWER TO HIGH -VOLTAGE EQUIPMENT ENERGIZE A VISUAL INDICATOR(S) OUTSIDE THE HAZARD IN WHICH THE DISCHARGE OCCURRED. ENERGIZE A "SYSTEM RELEASE" AUDIBLE DEVICE. (OPTIONAL) 4) THE SYSTEM SHALL BE CAPABLE OF BEING ACTUATED BY MANUAL DISCHARGE DEVICES LOCATED AT EACH HAZARD EXIT. OPERATION OF A MANUAL DEVICE SHALL DUPLICATE THE SEQUENCE DESCRIPTION ABOVE EXCEPT THAT THE TIME DELAY AND ABORT FUNCTIONS SHALL BE BYPASSED. THE MANUAL DISCHARGE STATION SHALL BE OF THE ELECTRICAL ACTUATION TYPE AND SHALL BE SUPERVISED AT THE MAIN CONTROL PANEL 5) THE SYSTEM SHALL BE CAPABLE OF PROVIDING A "PRE -ALARM" FEATURE THAT CAN GIVE ADVANCED WARNING OF A POSSIBLE ALARM CONDITION. II. MATERIALS AND EQUIPMENT: A) GENERAL REQUIREMENTS: THE ECARO-25 CLEAN AGENT SYSTEM MATERIALS AND EQUIPMENT SHALL BE STANDARD PRODUCTS OF THE SUPPLIER'S LATEST DESIGN AND SUITABLE TO PERFORM THE FUNCTIONS INTENDED. WHEN ONE OR MORE PIECES OF EQUIPMENT MUST PERFORM THE SAME FUNCTION(S), THEY SHALL BE DUPLICATES PRODUCED BY ONE MANUFACTURER. 1) ALL DEVICES AND EQUIPMENT SHALL BE U.L LISTED AND/OR F.M. APPROVED. B) AGENT STORAGE AND DISTRIBUTION: EACH SYSTEM SHALL HAVE ITS OWN SUPPLY OF CLEAN AGENT. 1) THE SYSTEM DESIGN CAN BE MODULAR, CENTRAL STORAGE, OR A COMBINATION OF BOTH DESIGN CRITERIA UTILIZING A FAST ACTING RUPTURE DISC VALVE. THE VALVE SHALL CONTAIN A SCORED, NON -FRAGMENTING, RUPTURE DISC TO PROVIDE IMMEDIATE TOTAL DISCHARGE OF THE ECARO-25 AGENT. 2) SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH THE MANUFACTURER'S GUIDELINES. 3) EACH SUPPLY SHALL BE LOCATED WITHIN THE HAZARD AREA, OR AS NEAR AS POSSIBLE, TO REDUCE THE AMOUNT OF PIPE AND FITTINGS REQUIRED TO INSTALL THE SYSTEM. 4) THE CLEAN AGENT SHALL BE STORED IN FIKE P/N 70-XXX SERIES AGENT STORAGE CONTAINERS. CONTAINERS SHALL BE SUPER -PRESSURIZED, WITH DRY NITROGEN, TO AN OPERATING PRESSURE OF 360 PSI @ 70 F (25 BAR ® 21 C). CONTAINERS SHALL BE OF HIGH -STRENGTH ALLOY STEEL CONSTRUCTION AND CONFORM TO NFPA 2001. 5) CONTAINERS SHALL BE ACTUATED BY THE FOLLOWING METHODS: A) SINGLE CONTAINER APPLICATIONS (ELECTRIC) - BY AN IMPULSE VALVE OPERATOR (IVO) WIRED THROUGH A FIKE P/N 10-2748 IMPULSE RELEASING MODULE IRM . THIS METHOD ALLOWS MECHANICAL RELEASE. 6) EACH CONTAINER SHALL HAVE A PRESSURE GAUGE AND LOW PRESSURE SWITCH TO PROVIDE VISUAL AND ELECTRICAL SUPERVISION OF THE CONTAINER PRESSURE. THE LOW PRESSURE SWITCH SHALL BE WIRED TO THE CONTROL PANEL TO PROVIDE AN AUDIBLE AND VISUAL "TROUBLE" ALARM IN THE EVENT THE CONTAINER PRESSURE DROPS BELOW 288 PSI (19 BAR). THE PRESSURE GAUGE SHALL BE COLOR CODED TO PROVIDE AN EASY, VISUAL INDICATION OF CONTAINER PRESSURE. 7) EACH CONTAINER SHALL HAVE A PRESSURE RELIEF PROVISION THAT AUTOMATICALLY OPERATES WHEN THE INTERNAL TEMPERATURE EXCEED 150 F (66 C). 8) ENGINEERED DISCHARGE NOZZLES SHALL BE PROVIDED, WITHIN THE MANUFACTURER'S GUIDELINES, TO DISTRIBUTE THE ECARO-25 AGENT THROUGHOUT THE PROTECTED SPACES. THE NOZZLES SHALL BE FIKE P/N 85-XXX DESIGNED TO PROVIDE PROPER AGENT QUANTITY AND DISTRIBUTION. A) NOZZLES SHALL BE AVAILABLE IN NPT SIZES" - 2.0" (8MM- 50MM). EACH SIZE SHALL BE AVAILABLE IN 180 AND 360 DISTRIBUTION PATTERNS. 9) DISTRIBUTION PIPING, AND FITTINGS, SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS, NFPA 2001 AND APPROVED PIPING STANDARDS AND GUIDELINES. ALL DISTRIBUTION PIPING SHALL BE INSTALLED BY QUALIFIED INDIVIDUALS USING GOOD, ACCEPTED PRACTICES AND QUALITY PROCEDURES. ALL PIPING SHALL BE ADEQUATELY SUPPORTED AND ANCHORED AT ALL DIRECTIONAL CHANGES AND NOZZLE LOCATIONS. A) ALL PIPING SHALL BE REAMED, BLOWN CLEAR AND SWABBED WITH SUITABLE SOLVENTS TO REMOVE BURRS, MILL VARNISH AND CUTTING OILS BEFORE ASSEMBLY. BALL PIPE THREADS SHALL BE SEALED WITH TEFLON TAPE PIPE SEALANT APPLIED TO THE MALE THREAD ONLY. SECTION 3 - ELECTRICAL REQUIREMENTS CONTROL PANEL- A)THE CONTROL PANEL SHALL BE A SHP PRO CONVENTIONAL CONTROL PANEL, P/N 10-063-M-C-P, MANUFACTURED BY FIKE CORPORATION, BLUE SPRINGS, MO. 1) THE SHP PRO CONTROL SYSTEM, AND ITS COMPONENTS, SHALL BE UL LISTED AND FM APPROVED FOR RELEASING SERVICE AND BE SUITABLE FOR DELUGE/PRE-ACTION SPRINKLER SERVICE. 2) THE SHP PRO CONTROL SYSTEM SHALL PERFORM ALL FUNCTIONS NECESSARY TO OPERATE THE SYSTEM DETECTION, ACTUATION AND AUXILIARY FUNCTIONS, AS OUTLINED. 3) THE SHP PRO CONTROL SYSTEM SHALL BE CAPABLE OF PROVIDING 7AH OR 40AH BATTERY STANDBY POWER SUPPLIES. 4) THE SHP PRO CONTROL SYSTEM SHALL BE MICROPROCESSOR BASED WITH HARDWARE AND SOFTWARE INTEGRATION DESIGNED TO GUARANTEE RELIABILITY. 5) THE SHP PRO CONTROL SYSTEM SHALL SUPPORT CROSS ZONED, SEQUENTIAL, SINGLE DETECTOR RELEASE AND MANUAL RELEASE DETECTION/ACTUATION METHODS. 6) THE SHP PRO CONTROL SYSTEM SHALL PROVIDE THE FOLLOWING CAPABILITIES AND FUNCTIONS: A) THREE (3) CLASS B (STYLE Y) NOTIFICATION APPLIANCE CIRCUITS RATED FOR 2.0 AMPS @ 24 VDC. B) UP TO TWO (2) STYLE B INITIATING DEVICE CIRCUITS CAPABLE OF SEQUENTIAL ALARM, CROSS -ZONE, OR SINGLE DETECTOR RELEASE OPERATION WITH AN OVERALL SYSTEM CAPACITY OF 50 DETECTORS MAXIMUM. C) THREE (3) STYLE B INITIATING DEVICE CIRCUITS CAPABLE OF MONITORING CLOSED CONTACT DEVICES. D) OPTIONAL CLASS A MODULE THAT CONVERTS ALL FIVE INITIATING DEVICE CIRCUITS TO STYLE D WIRING AND OPERATION. E) OPTIONAL CLASS A MODULE THAT CONVERTS ALL FIVE OUTPUT CIRCUITS TO STYLE Z (3 NAC, 2 RELEASING) F) EIGHT (10) STATUS LEDS PLUS ALPHA -NUMERIC DISPLAY FOR TROUBLESHOOTING: AC NORMAL; ALARM; PRE -DISCHARGE; RELEASE; SUPERVISORY, TROUBLE; PANEL SILENCED; ABORT; RELEASE DISABLED; AND GROUND FAULT. G) PROGRAMMABLE PRE -DISCHARGE AND DISCHARGE TIMERS H) RESETTABLE AND CONTINUOUS AUXILIARY OUTPUT POWER 1) FIVE (5) OPTIONAL ABORT TYPES J) INTELLIGENT TRANSISTOR PROTECTION TO PREVENT NOISE SPIKES AND MICROPROCESSOR FAILURE FROM INADVERTENTLY ACTIVATING RELEASE OUTPUTS K) A DEDICATED DISARM SWITCH FOR RELEASE OUTPUTS L) DEDICATED ALARM AND TROUBLE CONTACTS PROGRAMMABLE FOR ALARM, TROUBLE, PRE -DISCHARGE, DISCHARGE, ABORT, SUPERVISORY OR WATER FLOW FUNCTIONS, DEPENDING ON PANEL CONFIGURATION. M)TWO (3) FORM "C" RELAYS, RATED AT 2 AMPS, ARE PROVIDED ON THE SHP PRO PANEL BOARD. INSTALLATION OF UP TO TWO (2) OPTIONAL CRM4 RELAY MODULE (P/N 10-2204) WILL PROVIDE UP TO EIGHT (8) ADDITIONAL 2 AMP RELAYS. N)MULTIPL.E INPUT POWER SOURCE - 120 VAC OR 240 VAC 0)4.0 AMP ® 24 VDC POWER SUPPLY TO OPERATE HIGH CURRENT DRAW HORNS AND STROBES. P) AVAILABLE IN EITHER RED OR GRAY FINISH II. DETECTORS: THE DETECTORS SHALL BE SPACED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND THE GUIDELINES OF NFPA NO. 72 - CURRENT EDITION. 1) THE PHOTOELECTRIC DETECTOR SHALL BE A FIKE P/N 63-1024 * ADDITIONAL DETECTORS ARE AVAILABLE FROM FIKE A) DETECTOR BASES: THE DETECTOR BASES SHALL BE SELECTED ACCORDING TO THEIR OPERATIONAL CHARACTERISTICS AND SIZE OF BASE. 1) 430 OHM BASES ARE USED TO PROVIDE SEQUENTIAL OR CROSS ZONE DETECTION ON THE SHP PRO INITIATING CIRCUITS. THE BASES SHALL BE FIKE P/N 67-1034 (6'/15MM) BASE, OR P/N 67-1036 (4"/10MM) BASE.* 2) 220 OHM BASES ARE USED TO PROVIDE CROSS ZONE OR SINGLE DETECTOR RELEASE DETECTION ON THE SHP PRO INITIATING CIRCUITS. THE BASES SHALL BE FIKE P/N 67-1035 (6"/15MM) BASE, OR P/N 67-1037 (4"/10MM) BASE* 3) WHEN USING THE SHP PRO IN CONJUNCTION WITH A GRAPHIC ANNUNCIATOR PANEL., THE FOLLOWING OLD STYLE BASES MUST BE USED. FIKE P/N 67-1034 (6"/15 CM) 430 OHM BASE. FIKE P/N 67-1036 (4"/10 CM) 430 OHM BASE. FIKE P/N 67-1035 (6"/15 CM) 220 OHM BASE. FIKE P/N 67-1037 (4/10 CM) 220 OHM BASE. * ADDITIONAL BASES ARE AVAILABLE FROM FIKE CORPORATION. III. MANUAL RELEASE (ELECTRIC): THE ELECTRIC MANUAL RELEASE SWITCH SHALL BE A DUAL ACTION DEVICE WHICH PROVIDES A MEANS OF MANUALLY DISCHARGING THE ECARO-25 CLEAN AGENT SYSTEM WHEN USED IN CONJUNCTION WITH THE FIKE SHP PRO CONTROL SYSTEM. A) THE MANUAL RELEASE SWITCH SHALL BE A FIKE P/N 10-1638 OR A MANUAL PULL STATION, P/N 02-3710. B) THE MANUAL RELEASE SWITCH OR MANUAL PULL STATION SHALL BE A DUAL ACTION DEVICE REQUIRING TWO DISTINCT OPERATIONS TO INITIATE A SYSTEM ACTUATION. C)MANUAL ACTUATION SHALL BYPASS THE TIME DELAY AND ABORT FUNCTIONS, SHALL CAUSE THE SYSTEM TO DISCHARGE AND SHALL CAUSE ALL RELEASE AND SHUTDOWN DEVICES TO OPERATE IN THE SAME MANNER AS IF THE SYSTEM HAD OPERATED AUTOMATICALLY. D)A MANUAL RELEASE OR MANUAL PULL SWITCH SHALL BE LOCATED AT EACH EXIT FROM THE PROTECTED HAZARD AND SHALL HAVE AN ADVISORY SIGN FIKE P/N 02-10312 PROVIDED AT EACH LOCATION. E) THE MANUAL RELEASE OR MANUAL PULL STATION SHALL BE CONNECTED TO A FRCM WHICH IS PROGRAMMED FOR THE INTENDED FUNCTION. IV. MANUAL RELEASE (MECHANICAL): MECHANICAL MANUAL RELEASE SHALL BE MADE AVAILABLE IN THE EVENT ALL BATTERY BACK-UP AND COMMERCIAL POWER IS LOST. THE IMPULSE VALVE OPERATOR (IVO) IS EQUIPPED WITH A MANUAL STRIKE BUTTON FOR MECHANICAL MANUAL RELEASE FOR ACTUATION METHODS A AND B IN PARAGRAPH 5 ON PAGE 4. CONSIDERATION SHOULD BE GIVEN FOR CONVENIENCE OF OPERATION AND EGRESS FROM THE HAZARD AREA(S). V. ABORT STATION: THE OPTIONAL ABORT STATION SHALL BE THE "DEAD MAN" TYPE AND SHALL BE LOCATED NEXT TO EACH MANUAL SWITCH. "LOCKING" OR "KEYED" ABORT STATIONS SHALL NOT BE PERMITTED. THE ABORT STATION SHALL BE A FIKE P/N 10-1639. THE ABORT STATION SHALL BE SUPERVISED AND SHALL INDICATE A TROUBLE CONDITION AT THE SHP PRO CONTROL PANEL, IF DEPRESSED, AND NO ALARM CONDITION EXISTS. THE ABORT STATION SHALL BE LOCATED ADJACENT TO EACH MANUAL STATION AND CAN BE FURNISHED IN COMBINATION WITH A MANUAL RELEASE SWITCH OR IN COMBINATION WITH A MANUAL RELEASE SWITCH AND (OPTIONAL) DIGITAL COUNTDOWN TIMER (FIKE P/N 20-046). THE ABORT STATION SHALL BE CONNECTED TO A FRCM WHICH IS PROGRAMMED FOR THE INTENDED FUNCTION. V. AUDIBLE AND VISUAL ALARMS: ALARM AUDIBLE AND VISUAL SIGNAL DEVICES SHALL OPERATE FROM THE SHP PRO CONTROL PANEL A) THE ALARM BELL, ALARM HORN AND HORN/STROBE DEVICES SHALL BE FIKE P/N'S 20-XXX, OR EQUAL IN QUALITY, PERFORMANCE AND FEATURES. AN HFC-125 LABEL SHALL BE ATTACHED TO THE STROBE LENS WHEN REQUIRED. B) THE VISUAL ALARM UNIT SHALL BE A FIKE P/N 20-XXX VERTICAL STROBE DEVICE, OR EQUAL IN QUALITY, PERFORMANCE AND FEATURES. AN HFC-125 LABEL SHALL BE ATTACHED TO THE STROBE LENS WHEN REQUIRED. C)A STROBE DEVICE SHALL BE PLACED OUTSIDE, AND ABOVE, EACH EXIT DOOR FROM THE PROTECTED SPACE. PROVIDE AN ADVISORY SIGN, FIKE P/N 02-10313, AT EACH LIGHT LOCATION. VI.CAUTION AND ADVISORY SIGNS: PROVIDE SIGNS, AS REQUIRED, TO COMPLY WITH NFPA 2001 AND THE RECOMMENDATIONS OF THE ECARO-25 EQUIPMENT SUPPLIER: A) ENTRANCE SIGN: ONE (1) REQUIRED AT EACH ENTRANCE INTO A PROTECTED SPACE. (FIKE P/N 02-10314) B)MANUAL DISCHARGE SIGN: ONE (1) REQUIRED AT EACH MANUAL DISCHARGE STATION. (FIKE P/N 02-10312) C)FLASHING LIGHT SIGN: ONE (1) REQUIRED AT EACH FLASHING LIGHT OVER EACH EXIT FROM A PROTECTED SPACE. (FIKE P/N 02-10319 OR 02-10313) VII. SYSTEM AND CONTROL WIRING: ALL SYSTEM WIRING SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. A) ALL WIRING SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT), OR CONDUIT, AND MUST BE INSTALLED AND KEPT SEPARATE FROM ALL OTHER BUILDING WIRING. B) ALL SYSTEM COMPONENTS SHALL BE SECURELY SUPPORTED INDEPENDENT OF THE WIRING. RUNS OF CONDUIT AND WIRING SHALL BE STRAIGHT, NEATLY ARRANGED, PROPERLY SUPPORTED, INSTALLED PARALLEL AND PERPENDICULAR TO WALLS AND PARTITIONS. C)THE SIZES OF THE CONDUCTORS SHALL BE THOSE SPECIFIED BY THE MANUFACTURER. COLOR CODED WIRE SHALL BE USED. ALL WIRES SHALL BE TAGGED AT ALL JUNCTION POINTS AND SHALL BE FREE FROM SHORTS, EARTH CONNECTIONS (UNLESS SO NOTED ON THE SYSTEM DRAWINGS), AND CROSSES BETWEEN CONDUCTORS. FINAL TERMINATIONS BETWEEN THE SHP PRO CONTROL PANEL AND THE SYSTEM FIELD WIRING SHALL BE MADE UNDER THE DIRECT SUPERVISION OF A FACTORY TRAINED REPRESENTATIVE. D) ALL WIRING SHALL BE INSTALLED BY QUALIFIED INDIVIDUALS, IN A NEAT AND WORKMANLIKE MANNER, TO CONFORM TO THE NATIONAL ELECTRICAL CODE, ARTICLE 725, AND ARTICLE 760, EXCEPT AS OTHERWISE PERMITTED FOR LIMITED ENERGY CIRCUITS, AS DESCRIBED IN NFPA 72 -1993 EDITION. WIRING INSTALLATION SHALL MEET ALL LOCAL, STATE, PROVINCE AND/OR COUNTRY CODES. E) THE COMPLETE SYSTEM ELECTRICAL INSTALLATION, AND ALL AUXILIARY COMPONENTS, SHALL BE CONNECTED TO EARTH GROUND IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. VIII. SYSTEM INSPECTION AND CHECKOUT: AFTER THE SYSTEM INSTALLATION HAS BEEN COMPLETED, THE ENTIRE SYSTEM SHALL BE CHECKED OUT, INSPECTED AND FUNCTIONALLY TESTED BY QUALIFIED, TRAINED PERSONNEL, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED PROCEDURES AND NFPA STANDARDS. A) ALL CONTAINERS AND DISTRIBUTION PIPING SHALL BE CHECKED FOR PROPER MOUNTING AND INSTALLATION. B) ALL ELECTRICAL WIRING SHALL BE TESTED FOR PROPER CONNECTION, CONTINUITY AND RESISTANCE TO EARTH. C)THE COMPLETE SYSTEM SHALL BE FUNCTIONALLY TESTED, IN THE PRESENCE OF THE OWNER OR HIS REPRESENTATIVE, AND ALL FUNCTIONS, INCLUDING SYSTEM AND EQUIPMENT INTERLOCKS, MUST BE OPERATIONAL AT LEAST FIVE (5) DAYS PRIOR TO THE FINAL ACCEPTANCE TESTS. 1) EACH DETECTOR SHALL BE TESTED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDED PROCEDURES, AND TEST VALUES RECORDED. 2) ALL SYSTEM AND EQUIPMENT INTERLOCKS, SUCH AS DOOR RELEASE DEVICES, AUDIBLE AND VISUAL DEVICES, EQUIPMENT SHUTDOWNS, LOCAL AND REMOTE ALARMS, ETC. SHALL FUNCTION AS REQUIRED AND DESIGNED. 3) EACH SHP PRO CONTROL PANEL CIRCUIT SHALL BE TESTED FOR TROUBLE BY INDUCING A TROUBLE CONDITION INTO THE SYSTEM. SHALL BE TESTED FOR TROUBLE BY INDUCING A TROUBLE CONDITION INTO THE SYSTEM. IX.TRAINING REQUIREMENTS: PRIOR TO FINAL ACCEPTANCE, THE INSTALLING CONTRACTOR SHALL PROVIDE OPERATIONAL TRAINING TO EACH SHIFT OF THE OWNERS PERSONNEL EACH TRAINING SESSION SHALL INCLUDE SYSTEM SHP PRO CONTROL PANEL OPERATION, MANUAL AND (OPTIONAL) ABORT FUNCTIONS, TROUBLE PROCEDURES, SUPERVISORY PROCEDURES, AUXILIARY FUNCTIONS AND EMERGENCY PROCEDURES. X.OPERATION AND MAINTENANCE: PRIOR TO FINAL ACCEPTANCE, THE INSTALLING CONTRACTOR SHALL PROVIDE COMPLETE OPERATION AND MAINTENANCE INSTRUCTION MANUALS, FOUR (4) COPIES FOR EACH SYSTEM, TO THE OWNER. ALL ASPECTS OF SYSTEM OPERATION AND MAINTENANCE SHALL BE DETAILED, INCLUDING PIPING ISOMETRICS, WIRING DIAGRAMS OF ALL CIRCUITS, A WRITTEN DESCRIPTION OF THE SYSTEM DESIGN, SEQUENCE OF OPERATION AND DRAWING(S) ILLUSTRATING CONTROL LOGIC AND EQUIPMENT USED IN THE SYSTEM. CHECKLISTS AND PROCEDURES FOR EMERGENCY SITUATIONS, TROUBLESHOOTING TECHNIQUES, MAINTENANCE OPERATIONS AND PROCEDURES SHALL BE INCLUDED IN THE MANUAL XLAS-BUILT DRAWINGS: UPON COMPLETION OF EACH SYSTEM, THE INSTALLING CONTRACTOR SHALL PROVIDE FOUR (4) COPIES OF SYSTEM "AS -BUILT" DRAWINGS TO THE OWNER. THE DRAWINGS SHALL SHOW ACTUAL INSTALLATION DETAILS INCLUDING ALL EQUIPMENT LOCATIONS (I.E.: CONTROL PANEL(S), AGENT CONTAINER(S), DETECTORS, ALARMS, MANUALS AND ABORTS, ETC.) AS WELL AS PIPING AND CONDUIT ROUTING DETAILS. SHOW ALL ROOM OR FACILITIES MODIFICATIONS, INCLUDING DOOR AND/OR DAMPER INSTALLATIONS COMPLETED. ONE (1) COPY OF REPRODUCIBLE ENGINEERING DRAWINGS SHALL BE PROVIDED REFLECTING ALL ACTUAL INSTALLATION DETAILS. XII. ACCEPTANCE TESTS: A) AT THE TIME "AS -BUILT" DRAWINGS AND MAINTENANCE/OPERATIONS MANUALS ARE SUBMITTED, THE INSTALLING CONTRACTOR SHALL SUBMIT A "TEST PLAN" DESCRIBING PROCEDURES TO BE USED TO TEST THE CONTROL SYSTEM(S). THE TEST PLAN SHALL INCLUDE A STEP-BY-STEP DESCRIPTION OF ALL TESTS TO BE PERFORMED AND SHALL INDICATE THE TYPE AND LOCATION OF TEST APPARATUS TO BE EMPLOYED. THE TESTS SHALL DEMONSTRATE THAT THE OPERATIONAL AND INSTALLATION REQUIREMENTS OF THIS SPECIFICATION HAVE BEEN MET. ALL TESTS SHALL BE CONDUCTED IN THE PRESENCE OF THE OWNER AND SHALL NOT BE CONDUCTED UNTIL THE TEST PLAN HAS BEEN APPROVED. B)THE TESTS SHALL DEMONSTRATE THAT THE ENTIRE CONTROL SYSTEM FUNCTIONS AS DESIGNED AND INTENDED. ALL CIRCUITS SHALL BE TESTED: AUTOMATIC ACTUATION, SOLENOID AND MANUAL ACTUATION, WAC AND POWER SHUTDOWNS, AUDIBLE AND VISUAL ALARM DEVICES AND MANUAL OVERRIDE OF ABORT FUNCTIONS. SUPERVISION OF ALL PANEL CIRCUITS, INCLUDING AC POWER AND BATTERY POWER SUPPLIES, SHALL BE TESTED AND QUALIFIED. C)A ROOM PRESSURIZATION TEST SHALL BE CONDUCTED, IN EACH PROTECTED SPACE, TO DETERMINE THE PRESENCE OF OPENINGS, WHICH WOULD AFFECT THE AGENT SYSTEM CONCENTRATION LEVELS. THE TEST(S) SHALL BE CONDUCTED USING THE RETRO-TEC CORP. DOOR FAN SYSTEM, OR EQUIVALENT, WITH INTEGRATED COMPUTER PROGRAM. ALL TESTING SHALL BE IN ACCORDANCE WITH NFPA 2001, CURRENT EDITION. D) IF ROOM PRESSURIZATION TESTING INDICATES THAT OPENINGS EXIST WHICH WOULD RESULT IN LEAKAGE AND/OR LOSS OF THE EXTINGUISHING AGENT, THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE PROPER SEALING OF THE PROTECTED SPACE(S) BY THE GENERAL CONTRACTOR OR HIS SUB -CONTRACTOR OR AGENT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SEALING ALL PROTECTED SPACE(S) AGAINST AGENT LOSS OR LEAKAGE. THE INSTALLING CONTRACTOR SHALL INSPECT ALL WORK TO ASCERTAIN THAT THE PROTECTED SPACE(S) HAVE BEEN ADEQUATELY AND PROPERLY SEALED. E) THE SUPPRESSION SYSTEM INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUCCESS OF THE ROOM PRESSURIZATION TESTS. F) IF THE FIRST ROOM PRESSURIZATION TEST IS NOT SUCCESSFUL, IN ACCORDANCE WITH THESE SPECIFICATIONS, THE INSTALLING CONTRACTOR SHALL DIRECT THE GENERAL CONTRACTOR TO DETERMINE, AND CORRECT, THE CAUSE OF THE TEST FAILURE. THE INSTALLING CONTRACTOR SHALL CONDUCT ADDITIONAL ROOM PRESSURIZATION TESTS, AT NO ADDITIONAL COST TO THE OWNER, UNTIL A SUCCESSFUL TEST IS OBTAINED. COPIES OF SUCCESSFUL TEST RESULTS SHALL BE SUBMITTED TO THE OWNER FOR RECORD. G)UPON ACCEPTANCE BY THE OWNER, THE COMPLETED SYSTEM(S) SHALL BE PLACED INTO SERVICE. XIII. SYSTEM INSPECTIONS: A)THE INSTALLING CONTRACTOR SHALL PROVIDE TWO (2) INSPECTIONS OF EACH SYSTEM, INSTALLED UNDER THIS CONTRACT, DURING THE ONE-YEAR WARRANTY PERIOD. THE FIRST INSPECTION SHALL BE AT THE SIX MONTH INTERVAL, AND THE SECOND INSPECTION AT THE 12 MONTH INTERVAL, AFTER SYSTEM ACCEPTANCE. INSPECTIONS SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUFACTURER'S GUIDELINES, AND THE RECOMMENDATIONS OF NFPA 2001. B) DOCUMENTS CERTIFYING SATISFACTORY SYSTEM(S) OPERATION SHALL BE SUBMITTED TO THE OWNER UPON COMPLETION OF EACH INSPECTION. XIV. WARRANTY: ALL SYSTEM COMPONENTS FURNISHED, AND INSTALLED UNDER THIS CONTRACT, SHALL BE GUARANTEED AGAINST DEFECTS IN DESIGN, MATERIALS AND WORKMANSHIP FOR THE FULL WARRANTY PERIOD WHICH IS STANDARD WITH THE MANUFACTURER, BUT IN NO CASE LESS THAN ONE (1) YEAR FROM THE DATE OF SYSTEM ACCEPTANCE XV. PROVIDE INTERFACE WITH THE INTEGRADED PREACTION FIRE PROTECTION PANEL solidus 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257-4900 QqadventCTUR F (860) 257-4899 T (203) 725-6335 U �_ I L- 1 "1 44 Northwest Drive 55 North Main Street Watertown, CT 06795 West Hartford, In Association With: CT 06107 860-561-6210 Fax 860-561-6213 C KUEGLERAS90CKES QUISENBERRYARCARI ARCHITECTS, LLC 51 Depot St., Suite 214, Wotedovm, CT 06795 Phone: (860) 945-6955 w, 9a - architects.com Fox: (860) 274-9540 T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 e ro w •• N10.17601 �� o O'`'S�rC�Ei�S�o�����0. 'ae®®►�rAL 00 �a a" Bas 611 Sheet Description: FIRE FIRE PROTECTION CLEAN AGENT SPECIFICATION Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: GJG Sheet #: GENERAL NOTES 1) PROJECT SCOPE: PROVIDE COMPLETE AND OPERATIONAL SYSTEMS AS OUTLINED IN THE CONTRACT DOCUMENTS INCLUDING ALL NECESSARY MATERIAL, LABOR, AND EQUIPMENT. ,� nn.Inrrll InT.n. LjLUNJIMULIIUN\CUNIRACT DOI:UMEN'IJ: GUNIKA;I UUCUMENIS INCLUDING PLANS, DETAILS, AND ONE -LINE DIAGRAMS SHOW THE GENERAL LOCATION AND ARRANGEMENT OF THE WORK. THESE DOCUMENTS ARE DIAGRAMMATIC AND DO NOT SHOW ALL CONNECTORS, FITTINGS, HANGERS, AND ADDITIONAL ELEMENTS WHICH THE CONTRACTOR MUST PROVIDE TO COMPLETE THE SYSTEMS AS OUTLINED IN THE CONTRACT DOCUMENTS. PLANS AND DETAILS DO NOT SHOW ALL INTERFERENCE'S AND CONDITIONS, VISIBLE AND/OR HIDDEN, THAT MAY EXIST, THUS REQUIRING THE CONTRACTOR TO INSPECT AND SURVEY THE PROJECT AREA BEFORE PERFORMING THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BY FIELD MEASUREMENTS. 3) COORDINATION: A) THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL CONSTRUCTION DOCUMENTS AND OTHER TRADES ASSOCIATED WITH THE PROJECT. B)THE CONTRACTOR SHALL VISIT THE SITE OF WORK AND FAMILIARIZE HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING THE NATURE OF THE INSTALLATION AND CONDITIONS. C)BEFORE SELECTING MATERIAL, EQUIPMENT AND PROCEEDING WITH WORK, INSPECT AREAS WHERE MATERIAL AND EQUIPMENT ARE TO BE INSTALLED TO INSURE SUITABILITY, AND CHECK NEEDED SPACE FOR PLACEMENT, CLEARANCES AND INTERCONNECTIONS. D) PLANS AND DETAILS DO NOT SHOW ALL INTERFERENCE'S AND CONDITIONS, VISIBLE AND/OR HIDDEN THAT MAY EXIST; THUS, REQUIRING THE CONTRACTOR TO INSPECT AND SURVEY THE SPACE BEFORE PERFORMING THE WORK. E) BEFORE CUTTING OR DRILLING INTO BUILDING ELEMENTS INSPECT AND LAYOUT WORK TO AVOID DAMAGING STRUCTURAL ELEMENTS AND BUILDING UTILITIES. F) FAILURE OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING THE ABOVE CONDITIONS AND NOT PERFORMING PROPER COORDINATION WILL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR ESTIMATING THE DIFFICULTIES AND COSTS FOR SUCCESSFULLY PERFORMING THE COMPLETE WORK UNDER THIS PROJECT. 4) SHUTDOWNS: WRITTEN REQUESTS FOR APPROVAL FOR PLANNED SHUTDOWNS OR INTERRUPTION OF OWNER'S UTILITIES, SYSTEMS AND EQUIPMENT SHALL BE MADE 72 HOURS PRIOR TO THE START OF THE REQUESTED SHUTDOWN PERIODS. 5)CODES AND STANDARDS: THE CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL CODES THAT HAVE JURISDICTION WHERE THE WORK IS BEING PERFORMED. THROUGHOUT THE CONTRACT DOCUMENTS CERTAIN CODES AND STANDARDS ARE REFERENCED. THE CONTRACTOR SHALL USE THE LATEST VERSIONS OF CODES AND STANDARDS REFERENCED UNLESS OTHERWISE NOTED. IF THE CONTRACTOR IS NOT FAMILIAR WITH THE REFERENCED STANDARD THEY SHALL CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTION. 6) PERMITS: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL GOVERNING AUTHORITIES. 7) WORKMAN: ALL WORK SHALL BE DONE WITH LICENSED WORKMEN IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL GOVERNING AUTHORITIES CODES AND REGULATIONS. 8) SUBMITTALS: THE CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL EQUIPMENT AND MATERIALS BEING PROVIDED BEFORE SUCH EQUIPMENT AND MATERIALS ARE PURCHASED AND INSTALLED. THE SUBMITTALS SHALL BE REVIEWED AND RETURNED BY THE OWNER'S REPRESENTED WITH APPROPRIATE COMMENTS. SUBMITTALS SHALL BE SUBMITTED ELECTRONICALLY IN PDF FORMAT AND WILL BE RETURNED WITH COMMENTS TO THE CONTRACTOR IN PDF FORMAT. 9) AS -BUILT DOCUMENTATION: THE CONTRACTOR SHALL PROVIDE ONE MARK-UP SET OF CONSTRUCTION DOCUMENTS SHOWING FINAL AS -BUILT CONDITIONS. DOCUMENTS SHALL CLEARLY SHOW THE CHANGES MADE TO THE INSTALLED SYSTEMS. 10) EQUIPMENT WARRANTIES, MAINTENANCE MANUALS AND INSTALLATION MANUALS: TURN OVER TO THE OWNER ALL MANUFACTURERS' WARRANTIES, MAINTENANCE MANUALS, AND INSTALLATION MANUALS FOR EQUIPMENT AND MATERIALS PROVIDED. 11) TERMINOLOGY' A) THE TERM "INDICATED" SHALL MEAN, "AS SHOWN ON CONTRACT DOCUMENTS SPECIFICATIONS DRAWINGS AND RELATED ATTACHMENTS " B) THE TERM "P OVIDE" SHALL MEAN, "TO FURNISH, INSTALL, AND CONNECT COMPLETELY". C)THE TERM "COORDINATE" SHALL MEAN ONE OR MORE OF THE FOLLOWING: "TO MANAGE, INTERFACE, COMMUNICATE, MAKE ARRANGEMENT, BRING INTO ORDER, ADMINISTER AND HANDLE COMPLETELY". D)THE TERM "INTERIOR" IS AN INTERIOR LOCATION WHERE ITS C'Kni onkitirk T t0 ur ATr't\ A►IM /nn •In CONDITIONED Glwuwlvm Ctvl IJ n[t11CU AIVU UR AIM L,UN UI IIUNtU AND NOT SUBJECT TO OUTSIDE WEATHER CONDITIONS. E) THE TERM "EXTERIOR" IS ALL LOCATIONS, WHICH ARE NOT INTERIOR, OR UNDERGROUND. F) THE TERM "INTERIOR FINISHED SPACE" IS INTERIOR SPACES, WHICH ARE USED FOR OFFICES, CORRIDORS LOBBIES, TOILETS, STORAGE AND FILING ROOMS, LOUNGES, MECHANICAL ROOMS, ELECTRICAL ROOMS, ETC. 13) EQUIPMENT AND MATERIAL INSTALLATIONS: A) ALL EQUIPMENT AND MATERIALS SHALL BE LABELED AND LISTED. AND INSTAI I FD IN ArrORDANrF WITH THEIR I MmIIG AND MANUFACTURER'S REQUIREMENTS. B)WHEN A MANUFACTURER RECOMMENDS AN OPTION OR ACCESSORY ITEM FOR THE INSTALLED CONDITION, OPERATION, OR ENVIRONMENT THAT IS TO BE EXPERIENCED, SUCH ITEM SHALL BE SUPPLIED AT NO ADDITIONAL COST TO THE OWNER. C)IF AN EQUIPMENT MANUFACTURER REQUIRES LARGER CAPACITY, CIRCUITRY AND/OR EQUIPMENT THE CONTRACTOR SHALL PROVIDE SUCH CAPACITY AND/ EQUIPMENT UNDER HIS CONTRACT AT NO ADDITIONAL COST TO THE OWNER. D) LOCATE ALL EQUIPMENT, WHICH REQUIRES SERVICING IN FULLY ACCESSIBLE POSITIONS. IF REQUIRED FOR BETTER ACCESSIBILITY, FURNISH ACCESS DOORS FOR THAT PURPOSE. E) MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ALLOW FOR BETTER ACCESSIBILITY. F) ALL WORK IN INTERIOR FINISHED SPACES SHALL BE CONCEALED BEHIND WALLS,_ ABOVE CEILINGS OR HUNG CEILINGS, OR UNDER THE FLOOR. PROVIDE ALL NECESSARY CUTTING, PATCHING, REPAINTING AND OR REPLACEMENT OF CEILING TILES AS REQUIRED TO PER ORM WORK. G)INSTALL SYSTEMS, MATERIALS, AND EQUIPMENT TO CONFORM WITH APPROVED SUBMITTAL DATA, INCLUDING COORDINATION DRAWINGS �IF REQUIRED), TO GREATEST EXTENT POSSIBLE. CONFORM 0 ARRANGEMENTS INDICATED BY THE CONTRACT DOCUMENTS, RECOGNIZING THAT PORTIONS OF THE WORK ARE SHOWN ONLY IN DIAGRAMMATIC FORM. WHERE COORDINATION REQUIREMENTS CONFLICT WITH INDIVIDUAL SYSTEM REQUIREMENTS, REFER CONFLICT TO THE ARCHITECT/ENGINEER. H)INSTALL SYSTEMS, MATERIALS AND EQUIPMENT LEVEL AND PLUMB, PARALLEL AND PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS, WHERE INSTALLED EXPOSED IN FINISHED SPACES 1) INSTALL EQUIPMENT TO FACILITATE SERVICING, MAINTENANCE, AND REPAIR OR REPLACEMENT OF EQUIPMENT COMPONENTS. AS MUCH AS PRACTICAL, CONNECT EQUIPMENT FOR EASE OF DISCONNECTING, WITH MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS. J) AA�, QU DOTMEITDITOFWPRIORITYTOSYSTEMS MATERIALS, O BNSALLERIGHT OF SPECIFIED SLOPE. K) WHERE MOUNTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED, INSTALL SYSTEMS MATERIALS, AND EQUIPMENT TO PROVIDE THE MAXIMUM HEAbROOM POSSIBLE. L) ASCERTAIN FROM EXAMINATION OF THE DRAWINGS, ANY SPECIAL TEMPORARY OPENINGS IN THE BUILDING REQUIRED FOR THE ADMISSION OF APPARATUS PROVIDED UNDER THIS DIVISION. NOTIFY THE CONTRACTOR WITH SUFFICIENT NOTICE TO PROVIDE THESE OPENINGS. IN THE EVENT OF FAILURE TO GIVE SUFFICIENT NOTICE, THE CONTRACTOR SHALL ASSUME ALL COSTS OF PROVIDING SUCH OPENINGS THEREAFTER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DISASSEMBLY AND ASSEMBLY OF EQUIPMENT AS REQUIRED TO PLACE EQUIPMENT IN THEIR FINAL LOCATIONS. 15) FIRE RATINGS: THE CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS FOR FIRE SEPARATION AND FIRE RATED ASSEMBLIES. ALL PIPING, DUCTWORK AND CONDUITS PASSING THROUGH OR PENETRATING WALLS, CEILINGS AND FLOORS SHALL BE PROVIDED WITH A UL LISTED FIRE STOPPING ASSEMBLIES. UL LISTED FIRE STOPPING ASSEMBLIES SHALL BE SUITABLE FOR THE CONDITIONS ENCOUNTERED AND SHALL BE RATED EQUAL TO THE RATING OF THE WALL, CEILING OR FLOOR. REVIEW FIRE RATED ASSEMBLIES THAT ALLOW PENETRATIONS OF ITEMS SUCH AS OUTLET BOXES AND CONDUITS THAT DO NOT REQUIRE FIRE STOPPING. SPACE AND POSITION THESE DEVICES AS ALLOWED PER THE ASSEMBLY'S UL RATING. 16) SERVICE LABELING: LABEL EQUIPMENT, PIPING, CONDUITS, INCLUDING FANS, AIR HANDLERS, TERMINAL UNITS, PANELBOARDS, ETC. WITH LABELS MADE OF SELF -STICKING, PLASTIC FILM DESIGNED FOR PERMANENT INSTALLATION. LABELS SHALL MATCH DESIGNATIONS AS INDICATED ON CONTRACT DRAWINGS. IDENTIFY PIPING AND CONDUITS IN ACCORDANCE WITH OSHA 29 CFR 1910.144, EXCEPT THAT LABELS OR TAPES MAY BE USED IN LIEU OF PAINTING OR STENCILING. SPACING OF IDENTIFICATION MARKING ON RUNS SHALL NOT EXCEED 50 FEET. MATERIALS FOR LABELS AND TAPES SHALL CONFORM TO CID A-A-1689, AND SHALL BE GENERAL PURPOSE TYPE AND COLOR CLASS. A IN ADDITION IDENTIFY SERVICES AS INDICATED BELOW: B EACH POINT OF ENTRY AND EXIT OF PIPE OR CONDUITS PASSING THROUGH WALLS. C EACH CHANGE IN DIRECTION, I.E., ELBOWS, TEES. D IN CONGESTED OR HIDDEN AREAS AND AT ALL ACCESS PANELS AT EACH POINT REQUIRED TO CLARIFY SERVICE OR INDICATED HAZARD. E) IN LONG STRAIGHT RUNS, LOCATE LABELS AT DISTANCES WITHIN EYESIGHT OF EACH OTHER NOT TO EXCEED 50 FEET. ALL LABELS SHALL BE VISIBLE AND LEGIBLE FROM THE PRIMARY SERVICE AND OPERATING AREA. i PLUMBING SPECIFICATIONS lmeil(kIt"., 1.1 SUMMARY: THIS SECTION INCLUDES MATERIAL REQUIREMENTS AND INSTALLATION REQUIREMENTS FOR PLUMBING SYSTEMS. THE FOLLOWING ITEMS ARE INCLUDED IN THIS SECTION: DOMESTIC WATER DISTRIBUTION SYSTEMS, DRAINAGE AND VENT SYSTEMS, PLUMBING FIXTURES AND EQUIPMENT, SUPPORTS AND ANCHORS, PLUMBING SYSTEM INSULATION AND JOINT SEALERS. 1.2 REGULATORY REQUIREMENTS: COMPLY WITH THE PROVISIONS OF THE FOLLOWING: 2003 INTERNATIONAL MECHANICAL CODE, 2003 INTERNATIONAL PLUMBING CODE, CONNECTICUT BUILDING CODE, CONNECTICUT LIFE SAFETY CODE AND NFPA NATIONAL ELECTRIC CODE. �#�Cll W101&i 2.1 DOMESTIC WATER DISTRIBUTION SYSTEMS A. PIPE, TUBE AND FITTINGS: REFER TO PART 3 FOR IDENTIFICATION OF SYSTEMS WHERE THE BELOW MATERIALS ARE USED. 1. COPPER TUBE: ASTM B 88, TYPE L WATER TUBE, DRAWN TEMPER. 2. WROUGHT COPPER SOLDER -JOINT FITTINGS: ANSI B16.22, STREAMLINED PATTERN. 3. UNIONS: ASME B16.39, MALLEABLE IRON, CLASS 150, HEXAGONAL STOCK. WITH BALL-AND-SOCKET JOINTS - METAL -TO -METAL BRONZE SEATING SURFACES, FEMALE THREADED ENDS. THREADS SHALL CONFORM TO ASME B1.20.1. 6. SOLDER FILLER METAL: ASTM B 32, 95-5 TIN -ANTIMONY. B. VALVES AND SPECIALTIES: 1. BALL VALVES, 1 INCH AND SMALLER: RATED FOR 150 PSI SATURATED STEAM PRESSURE, 400 PSI WOG PRESSURE; TWO-PIECE CONSTRUCTION; WITH BRONZE BODY CONFORMING TO ASTM B 62, STANDARD (OR REGULAR) PORT, CHROME -PLATED BRASS BALL, REPLACEABLE "TEFLON" OR "TFE" SEATS AND SEALS, BLOWOUT -PROOF STEM, AND VINYL -COVERED STEEL HANDLE. 2.2 SANITARY DRAINAGE AND VENT SYSTEMS A. ABOVE GROUND SANITARY DRAINAGE AND VENT PIPE AND FITTINGS: HUBLESS CAST-IRON SOIL PIPE: CISPI STANDARD 301, SERVICE WEIGHT, CAST-IRON SOIL PIPE AND FITTINGS, WITH NFOPRFNF GASKETS rONFnPhAIAIG TO PICPI QTAAInAPn '41 n nlwnlw V I V. 2.3 PLUMBING FIXTURES AND EQUIPMENT. PLUMBING FIXTURES AND EQUIPMENT. PROVIDE PLUMBING FIXTURES AND TRIM, FITTINGS, OTHER COMPONENTS, AND SUPPORTS AS INDICATED ON THE CONTRACT DRAWINGS. 2.4 SUPPORTS AND ANCHORS: HANGERS AND SUPPORT COMPONENTS SHALL BE FACTORY FABRICATED OF MATERIALS, DESIGN, AND MANUFACTURER COMPLYING WITH MSS SP-58. COMPONENTS SHALL HAVE GALVANIZED COATINGS WHERE INSTALLED FOR PIPING AND EQUIPMENT THAT WILL NOT HAVE FIELD -APPLIED FINISH. PIPE ATTACHMENTS SHALL HAVE NONMETALLIC COATING FOR ELECTROLYTIC PROTECTION WHERE ATTACHMENTS ARE IN DIRECT CONTACT WITH COPPER TUBING. 2.5 PLUMBING SYSTEM INSULATION A. INSULATION GENERAL' CONFORM TO THE FOLLOWING CHARACTERISTICS FOR INSULATION INCLUDING FACINGS, CEMENTS, AND ADHESIVES, WHEN TESTED ACCORDING TO ASTM E 84, BY UL OR OTHER TESTING OR INSPECTING ORGANIZATION ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. LABEL INSULATION WITH APPROPRIATE MARKINGS OF TESTING LABORATORY. INTERIOR INSULATION: FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS. EXTERIOR INSULATION: FLAME SPREAD RATING OF 75 OR LESS AND A SMOKE DEVELOPED RATING OF 150 OR LESS. B. PREFORMED GLASS FIBER PIPE INSULATION: ASTM C 547, CLASS 1, RIGID PIPE INSULATION, JACKETED. INORGANIC GLASS FIBERS, BONDED WITH A THERMOSETTING RESIN. JACKET: ALL-PURPOSE, FACTORY -APPLIED, LAMINATED GLASS -FIBER -REINFORCED, FLAME-RETARDANT KRAFT PAPER AND ALUMINUM FOIL HAVING SELF-SEALING LAP. PVC FITTING COVERS: FACTORY -FABRICATED FITTING COVERS MANUFACTURED FROM 20-MIL-THICK, HIGH -IMPACT, ULTRA -VIOLET -RESISTANT PVC. 2.6 JOINT SEALERS: JOINT SEALER PRODUCTS SHALL BE TESTED IN ACCORDANCE WITH ASTM E-119, ASTM E-814 AND ASTM E-84. ALL PRODUCTS SHALL NOT CONTAIN ASBESTOS OR PCB'S. ALL JOINT SEALERS SHALL BE INSTALLED IN U.L. LISTED CONFIGURATIONS. 3. EXECUTION 3.1 INSTALLATION OF DOME STIC WA TER DIST RIBUTION SYSTEMS A. INSTALL TYPE L, DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND SOLDER JOINTS FOR PIPE ABOVE GROUND, WITHIN BUILDING. INSTALL TYPE K, ANNEALED TEMPER COPPER TUBE FOR PIPE, WITH MINIMUM NUMBER OF JOINTS, BELOW GROUND. B. FIRE BARRIER PENETRATIONS: WHERE PIPES PASS THOUGH FIRE -RATED WALLS, PARTITIONS, CEILINGS, AND FLOORS, MAINTAIN THE FIRE -RATED INTEGRITY. C. TEST WATER DISTRIBUTION PIPING AS FOLLOWS: TEST FOR LEAKS AND DEFECTS ALL NEW WATER DISTRIBUTION PIPING SYSTEMS AND PARTS OF EXISTING SYSTEMS THAT HAVE BEEN ALTERED, EXTENDED OR REPAIRED. IF TESTING IS PERFORMED IN SEGMENTS, SUBMIT A SEPARATE REPORT FOR EACH TEST, COMPLETE WITH A DIAGRAM OF THE PORTION OF THE SYSTEM TESTED. D. REPAIR ALL LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYSTEM OR PORTION THEREOF UNTIL SATISFACTORY RESULTS ARE OBTAINED. E. CLEAN AND DISINFECT WATER DISTRIBUTION PIPING AS FOLLOWS: PURGE ALL NEW WATER DISTRIBUTION PIPING SYSTEMS AND PARTS OF EXISTING SYSTEMS THAT HAVE BEEN ALTERED, EXTENDED, OR REPAIRED PRIOR TO USE. USE THE PURGING ,AND DISINFECTING PRUrFDI IRE PRr1�rRIRF11 RY TUP el rrunQlTY ue�nnlr_ a Iolcnlr�nnnl Iuw LJI IIIL nVilluMs1 lu-MIYV UVINIVUIVIIVIY OR, IN CASE A METHOD IS NOT PRESCRIBED BY THAT AUTHORITY, THE PROCEDURE DESCRIBED IN EITHER AWWA C651, OR AWWA C652. 3.2 INSTALLATION OF SANITARY DRAINAGE AND VENT SYSTEMS A. PIPE APPLICATIONS - ABOVE GROUND, WITHIN BUILDING: INSTALL CAST IRON TPIPE AND FITTINGS. B. PIPE AND TUBE JOINT CONSTRUCTION: PVC DWV PIPE: JOINING AND INSTALLATION OF PVC DRAINAGE PIPE AND FITTINGS SHALL CONFORM TO ASTM D2665. C. FIRE BARRIER PENETRATIONS: WHERE PIPE'S PASS THROUGH FIRE RATED WALLS, PARTITIONS, CEILINGS, AND FLOORS, MAINTAIN THE FIRE RATED INTEGRITY. D. PIPING SYSTEM TEST: TEST DRAINAGE AND VENT SYSTEM IN ACCORDANCE WrFH THE PROrFm iiRFS OF THE AI ITHORIIY 41A\nAll` JURISDICTION. REPAIR ALL LEAKS AND DEFECTS USING NEW MATERIALS AND RETEST SYSTEM OR PORTION THEREOF UNTIL SATISFACTORY RESULTS ARE OBTAINED. E. ADJUSTING AND CLEANING: CLEAN INTERIOR OF PIPING SYSTEM. REMOVE DIRT AND DEBRIS AS WORK PROGRESSES. CLEAN DRAIN STRAINERS, DOMES, AND TRAPS. REMOVE DIRT AND DEBRIS 3.3 INSTALLATION OF HANGERS AND SUPPORTS: INSTALL HANGERS, SUPPORTS, CLAMPS AND ATTACHMENTS TO SUPPORT PIPING PROPERLY FROM BUILDING STRUCTURE; COMPLY WITH MSS SP-69 AND SP-89. ARRANGE FOR GROUPING OF PARALLEL RUNS OF HORIZONTAL PIPING SUPPORTED TOGETHER ON FIELD -FABRICATED, HEAVY-DUTY TRAPEZE HANGERS WHERE POSSIBLE. INSTALL SUPPORTS WITH MAXIMUM SPACINGS COMPLYING WITH MSS SP-69. WHERE PIPING OF VARIOUS SIZES IS SUPPORTED TOGETHER BY TRAPEZE HANGERS, SPACE HANGERS FOR SMALLEST PIPE SIZE OR INSTALL INTERMEDIATE SUPPORTS FOR SMALLER DIAMETER PIPE AS SPECIFIED ABOVE FOR INDIVIDUAL PIPE HANGERS. 3.4 INSTALLATION OF PLUMBING SYSTEM INSULATION A. GLASS FIBER PIPE INSULATION INSTALLATION: BOND INSULATION TO PIPE WITH LAGGING ADHESIVE. SEAL EXPOSED ENDS WITH LAGGING ADHESIVE. SEAL SEAMS AND JOINTS WITH VAPOR BARRIER COMPOUND. B. PIPING SYSTEMS: UNLESS OTHERWISE INDICATED, INSULATE THE FOLLOWING PIPING SYSTEMS: STORM DRAINAGE, DOMESTIC COLD WATER AND DOMESTIC HOT WATER. D. DOMESTIC COLD WATER AND STORM WATER .ALL SIZES: 1/2-INCH-THICK GLASS FIBER INSULATION EXCEPT PROVIDE 1" INSULATION FOR PIPING WITH HEAT TRACING. E. DOMESTIC HOT WATER AND HOT WATER RETURN ALL SIZES: 3/4-INCH-THICK GLASS FIBER INSULATION. PROVIDE 1-INCH-THICK INSULATION WITHIN 8 FEET OF STORAGE TANK. 3.5 JOINT SEALER INSTALLATIONS: VERIFY ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS TO DETERMINE WHERE ALL PIPING PASSES THROUGH FIRE/SMOKE RATED WALLS, CEILINGS, FLOORS OR OTHER BUILDING ELEMENTS THAT REQUIRE PENETRATIONS TO BE SEALED. INSTALL ALL JOINT SEALERS AS SPECIFIED PER THE MANUFACTURER. ALL JOINT SEALING SYSTEMS SHALL BE U.L RATED AND INSTALLED IN U.L. LISTED CONFIGURATIONS. PLUMBING FIXTURE CONNECTIONS AND PIPING SCHEDULE (MINIMUM SIZES) FIXTURE TYPE OR PIPING: WASTE (INCHES), NOTE 1 VENT (INCHES), NOTE 2 HOT WATER (INCHES) COLD WATER (INCHES) ELECTRIC WATER COOLER 1-1/4 1-1/4 NA 1/2 FLOOR DRAIN WITH STANDARD TRAP (3-INCH) 3 1-1/2 N/A NOTE 3 KITCHEN SINK 1-1/2 1-1/4 1/2 1/2 LAVATORY 1-1/4 1-1/4 1/2 1/2 ROOF HYDRANT (NFRH) NOTE 4 N/A N/A 3/4 SHOWER (PER HEAD) 2 1-1/4 112 112 URINAL, FLUSH VALVE 2 1-1/4 N/A 3/4 WATER CLOSET, FLUSH VALVE 4 2 _ N/A 1 UNDERFLOOR (CONCRETEISUBSOIL) VENT PIPING N/A 2 NIA NA UNDERFLOOR (CONCRETE/SUBSOIL) WASTE PIPING - COMMERCIAL 3 N/A N/A N/A NOTES.- 1. MINIMUM SANITARY SIZE AT FIXTURE WHEN SIZE IS NOT SHOWN( ON DRAWINGS. 2. MINIMUM VENT SIZE AT FIXTURE WHEN SIZE IS NOT SHOWN ON (DRAWINGS. 3. PROVIDE TRAP PRIMER VALVE WITH 3/8 INCH SUPPLY TO TRAP FROM TRAP PRIMER. 4. VALVE BODY OF HYDRANT IS DRILLED AND TAPPED WITH 1/8" DRAIN HOLE WHICH MUST BE PIPED AND DISCHARGED TO AN ACCEPTABLE DISCHARGE POINT. FAILURE TO DO SO WILL RESULT IN POTENTIAL WATER DAMAGE. PLUMBING ABBREVIATIONS % - PERCENT ABV - ABOVE AFF - ABOVE FINISHED FLOOR ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE AVG. - AVERAGE BLW - BELOW BTU - BRITISH THERMAL UNIT CI - CAST IRON CLG - CEILING CO - CLEANOUT CW - DOMESTIC COLD WATER DIA. OR 0 - DIAMETER EXG - EXISTING EXP - EXPANSION FCO - FLOOR CLEANOUT FD - FLOOR DRAIN FLR - FLOOR FPM - FEET PER MINUTE FPS - FEET PER SECOND FT - FEET GA - GAUGE GAL - GALLON GPH - GALLONS PER HOUR vPM - GALLQIYS PER WHIVU ITC* HP - HORSEPOWER HR -HOURS HW- S DOMESTIC HOT WATER HWR - DOMESTIC HOT WATER RETURN ID - INSIDE DIAMETER LAV - LAVATO RY MAX - MAXIMUM MIN - MINIMUM N/A - NOT APPLICABLE NFRH - NON -FREEZE ROOF HYDRANT NO - NUMBER OD - OUTSIDE DIAMETER PSI - POUNDS PER SQUARE INCH - PSIA PSI ABSOLUTE PSIG - PSI GAUGE QTY - QUANTITY SAN - SANITARY (WASTE) SEC - SECOND SF - SQUARE FEET SHR - SHOWER SK - SINK SPEC - SPECIFICATIONS SPLY - SUPPLY TEMP - TEMPERATURE TP - TRAP PRIMER TYP. - TYPICAL FOR OTHER LOCATIONS UK - URINAL V - VALVE or VENT VTR - VENT THRU ROOF W - WASTE WC - WATER CLOSET WCO - WALL CLEANOUT GENERAL SYMBOLS A PLAN TITLES A8 0 - 4' g° 16' SCALE: 1/8" = 1'-0" 4VNORTH ARROW PLUMBING PIPING SYMBOLS - - DOMESTIC HOT WATER DOMESTIC COLD WATER WH sm - SANITARY - - - - - - - - - SANITARY BELOW FLOOR --------------- VENT PIPING EXISTING PIPING PIPING TO BE DEMOLISHED PLUMBING FIXTURE AND FITTING SCHEDULE FIXTURE DESCRIPTION MANUFACTURER FIXTURE or EQUIPMENT FAUCET or CONTROLS NOTES, FITTINGS, ACCESSORIES EWC ADA BI-LEVEL, ELKAY EZH2O COOLER KIT: ADA BI- N/A N/A ELECTRIC WATER LEVEL FILTERED COOLER COOLER WITH BOTTLE FILLING STATION; MODEL LZSTL(R)8WSLK. FD FLOOR DRAIN WADE #1104STD6-27 DRAIN WITH N/A PROVIDE WITH TRAP PRIMER, 6" NICKEL BRONZE STRAINER LAV ADA COUNTERTOP AMERICAN STANDARD AQUALYN SELF -RIMMING, PROVIDE RELIANT 3 MOUNT SO THAT LAVATORY IS 34 LAVATORY FRONT OVERFLOW, SINGLE CONTROL INCHES FROM FINISHED FLOOR VITREOUS CHINA CENTERSET FAUCET WITH AND 2 INCHES MINIMUM FROM COUNTERTOP SINK; INDEXED METAL LEVER FRONT EDGE OF COUNTER WITH MODEL 0476.028. HANDLE, GRID DRAIN, LESS 27 INCH KNEE CLEARANCE AREA. POP-UP HOLE; MODEL 7385- PROVIDE WITH TRUEBRO ADA 043-LH. PIPE INSULATION KIT. NFRH NON -FREEZE ROOF JAY R. SMITH OR EQUAL NON -FREEZE ROOF VALVE BODY OF HYDRANT N/A HYDRANT HYDRANT WITH DUAL IS DRILLED AND TAPPED CHECK VALVE, WITH 1/8" DRAIN HOLE GALVANIZED CASING AND WHICH MUST BE PIPED ADJUSTABLE FLOWWHEEL AND DISCHARGED TO AN LOCK HANDLE WITH DECK ACCEPTABLE DISCHARGE FLANGE AND UNDER DECK POINT. FAILURE TO DO SO CLAMP; MODEL 5907 OR WILL RESULT IN POTENTIAL EQUAL. WATER DAMAGE. SHR ADA SHOWER CLARION BATHWARE INDEPENDENCE LINE 64" PROVIDE SYMMONS COORDINATE WITH OWNER FOR ENCLOSURE BARRIER FREE SHOWER TEMPTROL II PRESSURE SELECTION OF RECOMMENDED WITH 3/4" THRESHOLD AND BALANCING MIXING VALVE ACCESSORIES: GRAB BAR, REAR CENTER DRAIN; WITH LEVER HANDLE AND SHOWER CONTROLS, SHOWER MODEL 6436BF34. ADJUSTABLE STOP SCREW, HEAD, FOLDING SHOWER SEAT, MODEL BP-56-300-B30-V OR SOAP DISH AND CURTAIN ROD. EQUAL. SK SINGLE BOWL SINK ELKAY OR EQUAL CELEBRITY SINGLE BOWL, PROVIDE ELKAY HI -ARC, N/A STAINLESS STEEL, SELF- DUAL HANDLE, TOP MOUNT RIMMING SINK; MODEL KITCHEN FAUCET; MODEL DCR252210 OR EQUAL. LKD2442 OR EQUAL. UR ADA WALL HUNG AMERICAN STANDARD WASHBROOK WALL HUNG, PROVIDE ZURN 0.125GPF MOUNT SO THAT TOP OF RIM IS URINAL ULTRA HIGH EFFICIENCY, HIGH EFFICIENCY VALVE 15-1/4INCHES FROM FINISHED LOW CONSUMPTION (0.125 FOR USE WITH 0.125GPF FLOOR. TO 1.OGPF) URINAL; MODEL ULTRA LOW FLOW3/4 INCH 6590.001. URINALS; MODEL Z6003AV- ULF. WC1 WALL HUNG WATER AMERICAN S T ANDARD AFWALL WALL HUNG, PROVIDE ZURN EXPOSED, PROVIDE AMERICAN STANDARD CLOSET ELONGATED, HIGH QUIET DIAPHRAGM -TYPE, HEAVY DUTY, OPEN FRONT SEAT, EFFICIENCY, LOW CHROME PLATED, LESS COVER; MODEL 5901.100. CONSUMPTION (1.1 TO FLUSHOMETER VALVE FOR 1.6GPF) FLUSHOMETER WATER CLOSETS; MODEL VALVE TOILET; MODEL Z6000PL-HET. 3351.001. WC2 ADA WALL HUNG AMERICAN STANDARD AFVIJALL WALL HUNG, PROVIDE ZURN EXPOSED, PROVIDE AMERICAN STANDARD WATER CLOSET ELONGATED, HIGH QUIET DIAPHRAGM -TYPE, HEAVY DUTY, OPEN FRONT SEAT, EFFICIENCY, LOW CHROME PLATED, LESS COVER; MODEL 5901.100. CONSUMPTION (1.1 TO FLUSHOMETER VALVE FOR MOUNT SO THAT TOP OF SEAT IS 1.6GPF) FLUSHOMETER WATER CLOSETS; MODEL 17 TO 19 INCHES FROM FINISHED VALVE TOILET; MODEL Z6000PL-HET. FLOOR. 3351.001. 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 -48.99 advent 1 55 North Main Street West Hartford, CT 08107 860-561-6210 Fax 860-561-6213 IL KUEGLERASSOC119B 51 Depot St., suite 914, Woiertown, CT 06795 Phone: (860) 945-6955 Fox: 1860) 274-9540 Q� ARC CTURE T (203) 725-6335 44 Northwest Drive Watertown, CT C6795 In Association With: 0 E4 J QUISENBERRY ARCARI ARCHITECTS, LLC' wcvay.ga-arcttitects.co ' T (860) 677 4594 F (860) Err-8534 318 Main Street Farmington, CT 06032 ��00�oeae�aes�,a�V� CON ®��z- I`Lt e a®E, i7u 1, �. a U y LJ a c1d yr� • � � °.4 f Description: PLUMBING NOTES, SYMBOLS & SCHEDULES Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: BAB Sheet #: 13 � I II - I 10 I D T F G N 1 ( TLLTT CLST OFFICE TAI R 1 i S!3 ON 0 'O , Ors A i L® 0 ®DUv 1�'rI1 U 3 4 coR�_ OFFICE SUh L BOG I �s; / �,_ any CLSTI — 0 — — 113 LI = _ _ POARD ROOMI en Jr I J�J > \CLSTII I i 1 KITCrIEIm r1 IL- 0 I iofF PLUMBING REMOVAL/ALTERATIONS PARTIAL THIRD FLOOR PLAN 0 4' 8' 16' SCALE: 1 /8" = 1'-0" PLUMBING WORK ITEMS GENERAL: A. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS AND DIRECTIONS OF FLOW FOR ALL EXISTING SANITARY, VENT AND DOMESTIC WATER PIPING WHICH SHALL BE USED FOR RECONNECTION. CAP OR REMOVE ALL UNUSED PIPING WHICH SHALL NOT BE USED FOR RECONNECTION. B. EXISTING SANITARY, VENT AND/OR DOMESTIC WATER PIPING SHOWN IS FOR REFERENCE ONLY: PIPING IS SHOWN IN APPROXIMATE LOCATIONS AND ALL PIPING WHICH EXISTS MAY NOT BE SHOWN. REMOVAL/ALTERATION WORK ITEMS (HEXAGON): 1. EXISTING FIXTURE AND ALL RELATED SANITARY, VENT AND/OR DOMESTIC WATER PIPING TO REMAIN: FIXTURE SHOWN IN APPROXIMATE LOCATION, FOR REFERENCE ONLY. 2. REMOVE FIXTURE FOR REUSE IN PROPOSED LOCATION ON OPPOSITE SIDE OF WALL. ROTATE AND/OR ADJUST WALL CARRIER OR ANY OTHER ACCESSORY. RECONNECT SANITARY, VENT AND/OR DOMESTIC WATER PIPING BELOW FLOOR, IN WALL AND/OR ABOVE CEILING AS NECESSARY. 3. REMOVE FIXTURE: CAP OR REMOVE ALL UNUSED PIPING WHICH SHALL NOT BE USED FOR RECONNECTION. 4. REMOVE FIXTURE: CAP EXISTING SANITARY, VENT AND/OR DOMESTIC WATER PIPING FOR REUSE. INSTALLATION WORK ITEMS (CIRCLE): 1. EXISTING FIXTURE AND ALL RELATED SANITARY, VENT AND/OR DOMESTIC WATER PIPING TO REMAIN: FIXTURE SHOWN IN APPROXIMATE LOCATION, FOR REFERENCE ONLY. 2. EXISTING FIXTURE [AND RELATED ACCESOR(IES)] SHOWN IN RELOCATED POSITION ON OPPOSITE SIDE OF WALL. RECONNECT SANITARY, VENT AND/OR DOMESTIC WATER PIPING BELOW FLOOR, IN WALL AND/OR ABOVE CEILING AS NECESSARY. 3. PROVIDE FIXTURE PER PLAN DESIGNATION AND PLUMBING FIXTURE AND FITTING SCHEDULE, CONNECT SANITARY, VENT AND/OR DOMESTIC WATER PIPING TO EXISTING PIPING BELOW FLOOR, IN WALL AND/OR ABOVE CEILING AS NECESSARY. 4. EXTEND 0,75"CW UP THRU ROOF TO NON -FREEZE ROOF HYDRANT (NFRH). PROVIDE BALL SHUT-OFF VALVE AT CEILING OF 3RD FLOOR, COORDINATE EXACT LOCATION WITH MECHANICAL ROOF EQUIPMENT IN FIELD. SEE PLUMBING FIXTURE AND FITTING SCHEDULE FOR ADDITIONAL INFORMATION. APPROXIMATE LOCATION OF EXISTING 4"W&V RISERS UP & DOWN APPROXIMATE LOCATION OF EXISTING 4"W&V RISERS UP PLUMBING FIXTURES AND RELATED PIPING, IN THIS AREA, SHALL BE EXISTING TO REMAIN, UNLESS OTHERWISE NOTED. PIPING SHOWN IS EXISTING FOR REFERENCE ONLY AND MAY NOT BE SHOWN COMPLETELY. EXISTING DOMESTIC COLD WATER SERVICE TO REMAIN APPROXIMATE LOCATION OF EXISTING 1.5"CW & 1 "HW RISERS UP l IN r \��— ► JL -- Imo`` COIZeI DO IR. Ile 11 III woRr\ II II ®� _jI 'TF I oFFICE I III SUITE III PLUMBING REMOVAL/ALTERATIONS PARTIAL SECOND FLOOR PLAN_ 0 4' 8' 16, SCALE: 1 /8" = 1'-0" APPROXIMATE LOCATION OF EXISTING 1.5"CW & 1 "HW RISERS UP I CORRIDOR i J II II OFFICE PLUMBING REMOVAL/ALTERATIONS PARTIAL FIRST FLOOR PLAN 0 4' 8' 16' SCALE: 1 /8" = 1'-0" 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 advent r- _ � 55 North Mafn Stet West Hartford, CT 06107 860-561-6210 Fox BW-561-6213 V, `J KUEGLERASSODATES 51 Depot St., Suite 214, Wolerlown, CT 06795 Phone:)860) 945-6955 Fox:(860) 2749540 T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: '�, — ,� 6E4%'V QUISENBERRY ARCARI ARCHITECTS, LLC wwNv.ga-architects. corn T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 — CA�� o� '0 No.17601 A Sheet Description: DEMOLITION PLUMBING PARTIAL 1ST, 2ND & 3RD FLOOR PLANS Issue Dates: AUGUST 10, 2012 Scale: : 02 F Drawn By: BAB APPROXIMATE LOCATION OF EXISTING 4"W&V RISERS UP & DOWN PLUMBING INSTALLATION PARTIAL ROOF PLAN 0 4' 8' 16' SCALE: 1 /8" = 1'-0" APPROXIMATE LOCATION OF EXISTING 1.5"CW & 1 "HW RISERS: OFFSET AS AICPCCCADV T!) APPALM rIATC PLUMBING INSTALLATION PARTIAL THIRD FLOOR PLAN 0 4' 8' 16' SCALE: 1 /8" = 1'-0" MENEM I PLUMBING WORK ITEMS 1 GENERAL - A. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS AND DIRECTIONS OF FLOW FOR ALL EXISTING SANITARY, VENT AND DOMESTIC WATER PIPING WHICH SHALL BE USED FOR RECONNECTION. CAP OR REMOVE ALL UNUSED PIPING WHICH SHALL NOT BE USED FOR RECONNECTION. B. EXISTING SANITARY, VENT AND/OR DOMESTIC WATER PIPING SHOWN IS FOR REFERENCE ONLY- PIPING IS SHOWN IN APPROXIMATE LOCATIONS AND ALL PIPING WHICH EXISTS MAY NOT BE SHOWN. REMOVAL/ALTERATION WORK ITEMS (HEXAGON): 1. EXISTING FIXTURE AND ALL RELATED SANITARY, VENT AND/OR DOMESTIC WATER PIPING TO REMAIN: FIXTURE SHOWN IN APPROXIMATE LOCATION, FOR REFERENCE ONLY. 2. REMOVE FIXTURE FOR REUSE IN PROPOSED LOCATION ON OPPOSITE SIDE OF WALL. ROTATE AND/OR ADJUST WALL CARRIER OR ANY OTHER ACCESSORY. RECONNECT SANITARY, VENT AND/OR DOMESTIC WATER PIPING BELOW FLOOR, IN WALL AND/OR ABOVE CEILING AS NECESSARY. 3. REMOVE FIXTURE: CAP OR REMOVE ALL UNUSED PIPING WHICH SHALL NOT BE USED FOR RECONNECTION. 4. REMOVE FIXTURE: CAP EXISTING SANITARY, VENT AND/OR DOMESTIC WATER PIPING FOR REUSE. INSTALLATION WORK ITEMS (CIRCLE): 1. EXISTING FIXTURE AND ALL RELATED SANITARY, VENT AND/OR DOMESTIC WATER PIPING TO REMAIN: FIXTURE SHOWN IN APPROXIMATE LOCATION, FOR REFERENCE ONLY. 2. EXISTING FIXTURE [AND RELATED ACCESOR(IES)] SHOWN IN RELOCATED POSITION ON OPPOSITE SIDE OF WALL. RECONNECT SANITARY, VENT AND/OR DOMESTIC WATER PIPING BELOW FLOOR, IN WALL AND/OR ABOVE CEILING AS NECESSARY. 3. PROVIDE FIXTURE PER PLAN DESIGNATION AND PLUMBING FIXTURE AND FITTING SCHEDULE. CONNECT SANITARY, VENT AND/OR DOMESTIC WATER PIPING TO EXISTING PIPING BELOW FLOOR, IN WALL AND/OR ABOVE CEILING AS NECESSARY. 4. EXTEND 0.75"CW UP THRU ROOF TO NON -FREEZE ROOF HYDRANT (NFRH). PROVIDE BALL SHUT-OFF VALVE AT CEILING OF 3RD FLOOR, COORDINATE EXACT LOCATION OF NFRH WITH MECHANICAL ROOF EQUIPMENT IN FIELD. SEE PLUMBING FIXTURE AND FITTING SCHEDULE FOR ADDITIONAL INFORMATION. APPROXIMATE LOCATION OF EXISTING 4w&V RISERS UP & DOWN APPROXIMATE LOC OF EXISTING 4 RISER EXISTING DOMESTIC COLD WATER SERVICE TO REMAIN APPROXIMATE LOCATION OF EXISTING PLUMBING INSTALLATION PARTIAL SECOND FLOOR PLAN 0 4' 8' 16, SCALE: 1 /8" = 1'-0" APPROXIMATE LOCATION OF EXISTING PLUMBING INSTALLATION PARTIAL FIRST FLOOR PLAN 0 4' 8' 16' SCALE: 1 /8" = 1'-0" 00000 40 Cold Spring Rmd Rocky Hill, CT M7 T (860) 257 -4900 F (860) 257 - 4899 advent 55 North Main Street West Hartford, CT 06107 860-561-6210 Fax $60-561-6213 WEGLERASSOWU S 51 Depot St., SOe 214, Watertown, CT 06795 Phone:(860)945-6955 Fox:(860) 274-95M T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: QUISENBERRY ARCARI ARCMTECTS, LLC www.qa-architects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 J Description: PLUMBING PARTIAL 1ST, 2ND & 3RD FLOOR PLANS Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: BAB Sheet #: GENERAL SYMBOLS A PLAN TITLES A8 0 4' 8' 16' SCALE: 1/8" = 1'-0" NORTH ARROW MECHANICAL DUCTWORK SYMBOLS 120 2012 120 1 FD & AD DOUBLE LINE ROUND DUCT (DIMENSIONS IN INCHES) DOUBLE LINE RECTANGULAR DUCT, FIRST NUMBER IS VIEW SIZE, SECOND NUMBER IS DEPTH SIZE (DIMENSIONS IN INCHES) FLEX DUCT WITH SIZE (DIMENSIONS IN INCHES) MANUAL BALANCING DAMPER FIRE DAMPER AND ACCESS DOOR SLF4P-6x6-200 F71 SUPPLY DIFFUSER WITH DESIGNATION, I/ NECK SIZE AND CFM RPF24T-6-200 RETURN GRILLE WITH DESIGNATION, NECK SIZE AND CFM SLF4P-6x6-200 OR SUPPLY OR RETURN GRILLE WITH DESIGNATION, NECK SIZE AND CFM RPF24T-6-200 EPF24T-6-200 EXHAUST GRILLE WITH DESIGNATION, NECK SIZE AND CFM SUPPLY AIR FLOW RETURN / EXHAUST AIR FLOW O THERMOSTAT MECH. HYDRONIC PIPING SYMBOLS C CONDENSATE LL REFRIGERANT LIQUID VL REFRIGERANT VAPOR GENERAL NOTES & REQUIREMENTS 1) PROJECT SCOPE: PROVIDE COMPLETE AND OPERATIONAL SYSTEMS AS OUTLINED IN THE CONTRACT DOCUMENTS INCLUDING ALL NECESSARY MATERIAL, LABOR, AND EQUIPMENT. 2) CONSTRUCTION\CONTRACT DOCUMENTS: CONTRACT DOCUMENTS INCLUDING PLANS; DETAILS, AND ONE -LINE DIAGRAMS SHOW THE GENERAL LOCATION AND ARRANGEMENT OF THE WORK. THESE DOCUMENTS ARE DIAGRAMMATIC AND DO NOT SHOW ALL CONNECTORS, FITTINGS, HANGERS, AND ADDITIONAL ELEMENTS WHICH THE CONTRACTOR MUST PROVIDE TO COMPLETE THE SYSTEMS AS OUTLINED IN THE CONTRACT DOCUMENTS. PLANS AND DETAILS DO NOT SHOW ALL INTERFERENCE'S AND CONDITIONS, VISIBLE AND/OR HIDDEN, THAT MAY EXIST, THUS REQUIRING THE CONTRACTOR TO INSPECT AND SURVEY THE PROJECT AREA BEFORE PERFORMING THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BY FIELD MEASUREMENTS. 3) COORDINATION: A) THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL CONSTRUCTION DOCUMENTS AND OTHER TRADES ASSOCIATED WITH THE PROJECT. B) THE CONTRACTOR SHALL VISIT THE SITE OF WORK AND FAMILIARIZE HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING THE NATURE OF THE INSTALLATION AND CONDITIONS. C)BEFORE SELECTING MATERIAL, EQUIPMENT AND PROCEEDING WITH WORK, INSPECT AREAS WHERE MATERIAL AND EQUIPMENT ARE TO BE INSTALLED TO INSURE SUITABILITY, AND CHECK NEEDED SPACE FOR PLACEMENT, CLEARANCES AND INTERCONNECTIONS. D) PLANS AND DETAILS DO NOT SHOW ALL INTERFERENCE'S AND CONDITIONS, VISIBLE AND/OR HIDDEN THAT MAY EXIST; THUS, REQUIRING THE CONTRACTOR TO INSPECT AND SURVEY THE SPACE BEFORE PERFORMING THE WORK. E) BEFORE CUTTING OR DRILLING INTO BUILDING ELEMENTS INSPECT AND LAYOUT WORK TO AVOID DAMAGING STRUCTURAL ELEMENTS AND BUILDING UTILITIES. F) ARRANGE FOR CHASES, SLOTS, AND OPENINGS IN OTHER BUILDING COMPONENTS DURING PROGRESS OF CONSTRUCTION, TO ALLOW FOR i'ROPER STJItM INJIHLLA11UNJ. G)FAILURE OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING THE ABOVE CONDITIONS AND NOT PERFORMING PROPER COORDINATION WILL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR ESTIMATING THE DIFFICULTIES AND COSTS FOR SUCCESSFULLY PERFORMING THE COMPLETE WORK UNDER THIS PROJECT. 4)SHUTDOWNS: WRITTEN REQUESTS FOR APPROVAL FOR PLANNED SHUTDOWNS OR INTERRUPTION OF OWNER'S UTILITIES, SYSTEMS AND EQUIPMENT SHALL BE MADE 72 HOURS PRIOR TO THE START OF THE REQUESTED SHUTDOWN PERIODS. 5)CODES AND STANDARDS: THE CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL CODES THAT HAVE JURISDICTION WHERE THE WORK IS BEING PERFORMED. THROUGHOUT THE CONTRACT DOCUMENTS CERTAIN CODES AND STANDARDS ARE REFERENCED. THE CONTRACTOR SHALL USE THE LATEST VERSIONS OF CODES AND STANDARDS REFERENCED UNLESS OTHERWISE NOTED. IF THE CONTRACTOR IS NOT FAMILIAR WITH THE REFERENCED STANDARD THEY SHALL CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTION. 6) PERMITS: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL GOVERNING AUTHORITIES. 7) WORKMAN: ALL WORK SHALL BE DONE WITH LICENSED WORKMEN IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL GOVERNING AUTHORITIES CODES AND REGULATIONS. 8) SUBMITTALS: THE CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL EQUIPMENT AND MATERIALS BEING PROVIDED BEFORE SUCH EQUIPMENT AND MATERIALS ARE PURCHASED AND INSTALLED. THE SUBMITTALS SHALL BE THE INSTALLED CONDITION, OPERATION, OR ENVIRONMENT THAT IS TO BE EXPERIENCED, SUCH ITEM SHALL BE SUPPLIED AT NO ADDITIONAL COST TO THE OWNER. C)IF AN EQUIPMENT MANUFACTURER REQUIRES LARGER CAPACITY, CIRCUITRY AND/OR EQUIPMENT, THE CONTRACTOR SHALL PROVIDE SUCH CAPACITY ANn/OR FOIJIPMFNT IINDFR HIS CONTRACT AT NO ADDITIONAL_ COST TO THE OWNER. D) LOCATE ALL EQUIPMENT, WHICH REQUIRES SERVICING IN FULLY ACCESSIBLE POSITIONS. IF REQUIRED FOR BETTER ACCESSIBILITY„ FURNISH ACCESS DOORS FOR THAT PURPOSE. E) MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ALLOW FOR BETTER ACCESSIBILITY. F) ALL WORK IN INTERIOR FINISHED SPACES SHALL BE CONCEALED BEHIND WALLS, ABOVE CEILINGS OR HUNG CEILINGS, OR UNDER THE FLOOR. PR()vIDE ALL NFrFCCARY rimimrPATCHING, REPAInmjr., ANn/(1R REPLACEMENT OF CEILING TILES AS REQUIRED TO PERFORM WORK. G)INSTALL SYSTEMS, MATERIALS, AND EQUIPMENT TO CONFORM WITH APPROVED SUBMITTAL DATA, INCLUDING COORDINATION DRAWINGS (IF REQUIRED), TO GREATEST EXTENT POSSIBLE. CONFORM TO ARRANGEMENTS INDICATED BY THE CONTRACT DOCUMENTS, RECOGNIZING THAT PORTIONS OF THE WORK ARE SHOWN ONLY IN DIAGRAMMATIC FORM. WHERE COORDINATION REQUIREMENTS CONFLICT WITH INDIVIDUAL SYSTEM REQUIREMENTS, REFER CONFLICT TO THE ARCHITECT/ENGINEER. H)INSTALL SYSTEMS, MATERIALS, AND EQUIPMENT LEVEL AND PLUMB, PARALLEL AND PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS, WHERE INSTALLED EXPOSED IN FINISHED SPACES 1) INSTALL EQUIPMENT TO FACILITATE SERVICING, MAINTENANCE, AND REPAIR OR REPLACEMENT OF EQUIPMENT COMPONENTS. AS MUCH AS PRACTICAL, CONNECT EQUIPMENT FOR EASE OF DISCONNECTING„ WITH MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS. J) INSTALL SYSTEMS, MATERIALS, AND EQUIPMENT GIVING RIGHT OF WAY PRIORITY TO SYSTEMS REQUIRED TO BE INSTALLED AT A SPECIFIED SLOPE. K)WHERE MOUNTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED, INSTALL SYSTEMS, MATERIALS, AND EQUIPMENT TO PROVIDE 'THE MAXIMUM HEADROOM POSSIBLE. 15) FIRE RATINGS: THE CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS FOR FIRE SEPARATION AND FIRE RATED ASSEMBLIES. ALL PIPING, DUCTWORK AND CONDUITS PASSING THROUGH OR PENETRATING WALLS, CEILINGS AND FLOORS SHALL BE PROVIDED WITH A UL LISTED FIRE STOPPING ASSEMBLIES. UL LISTED FIRE STOPPING ASSEMBLIES SHALL BE SUITABLE FOR THE CONDITIONS ENCOUNTERED AND SHALL BE RATED EQUAL TO THE RATING OF THE WALL, CEILING OR FLOOR. REVIEW FIRE RATED ASSEMBLIES THAT ALLOW PENETRATIONS OF ITEMS SUCH AS OUTLET BOXES AND CONDUITS THAT DO NOT REQUIRE FIRE STOPPING. SPACE AND POSITION THESE DEVICES AS ALLOWED PER THE ASSEMBLY'S UL RATING. 16) SERVICE LABELING: LABEL EQUIPMENT, PIPING, CONDUITS, INCLUDING FANS, AIR HANDLERS, TERMINAL UNITS, PANELBOARDS, ETC. WITH LABELS MADE OF SELF -STICKING, PLASTIC FILM DESIGNED FOR PERMANENT INSTALLATION. LABELS SHALL MATCH DESIGNATIONS AS INDICATED ON CONTRACT DRAWINGS. IDENTIFY PIPING AND CONDUITS IN ACCORDANCE WITH OSHA 29 CFR 1910.144, EXCEPT THAT LABELS OR TAPES MAY BE USED IN LIEU OF PAINTING OR STENCILING. SPACING OF IDENTIFICATION MARKING ON RUNS SHALL NOT EXCEED 50 FEET. MATERIALS FOR LABELS AND TAPES SHALL CONFORM TO CID A-A-1689, AND SHALL BE GENERAL. PURPOSE TYPE AND COLOR CLASS. ON ADDITION IDENTIFY SERVICES AS INDICATED BELOW: B) EACH POINT OF ENTRY AND EXIT OF PIPE OR CONDUITS PASSING THROUGH WALLS. C)EACH CHANGE IN DIRECTION, I.E., ELBOWS, TEES. D) IN CONGESTED OR HIDDEN AREAS AND AT ALL ACCESS PANELS AT EACH POINT REQUIRED TO CLARIFY SERVICE OR INDICATED HAZARD. E) IN LONG STRAIGHT RUNS, LOCATE LABELS AT DISTANCES WITHIN EYESIGHT OF EACH OTHER NOT TO EXCEED 50 FEET. ALL LABELS SHALL BE VISIBLE AND LEGIBLE FROM THE PRIMARY SERVICE AND OPERATING AREA. REVIEWED AND RETURNED BY THE OWNERS REPRESENTED WITH APPROPRIATE COMMENTS. SUBMITTALS SHALL BE SUBMITTED ELECTRONICALLY IN PDF FORMAT 17) MANUFACTURER'S NAMEPLATES: EACH ITEM OF EQUIPMENT SHALL HAVE A AND WILL BE RETURNED WITH COMMENTS TO THE CONTRACTOR IN PDF NAMEPLATE BEARING THE MANUFACTURER'S NAME, ADDRESS, MODEL NUMBER, FORMAT. AND SERIAL NUMBER SECURELY AFFIXED IN A CONSPICUOUS PLACE; THE 9) AS -BUILT DOCUMENTATION: THE CONTRACTOR SHALL PROVIDE ONE MARK-UP SET OF CONSTRUCTION DOCUMENTS SHOWING FINAL AS -BUILT CONDITIONS. DOCUMENTS SHALL CLEARLY SHOW THE CHANGES MADE TO THE INSTALLED SYSTEMS. 10) EQUIPMENT WARRANTIES, MAINTENANCE MANUALS AND INSTALLATION MANUALS: TURN OVER TO THE OWNER ALL MANUFACTURERS' WARRANTIES, MAINTENANCE MANUALS, AND INSTALLATION MANUALS FOR EQUIPMENT AND MATERIALS PROVIDED. 11) TERMINOLOGY: A) THE TERM "INDICATED" SHALL MEAN, "AS SHOWN ON CONTRACT DOCUMENTS (SPECIFICATIONS, DRAWINGS, AND RELATED ATTACHMENTS)". B) THE TERM "PROVIDE" SHALL MEAN, "TO FURNISH, INSTALL, AND CONNECT COMPLETELY". C)THE TERM "COORDINATE" SHALL MEAN ONE OR MORE OF THE FOLLOWING: "TO MANAGE, INTERFACE, COMMUNICATE, MAKE ARRANGEMENT, BRING INTO ORDER, ADMINISTER AND HANDLE COMPLETELY". NAMEPLATE OF THE DISTRIBUTING AGENT WILL NOT BE ACCEPTABLE. 18) POSTED OPERATING INSTRUCTIONS: PROVIDE FOR EACH SYSTEM AND PRINCIPAL ITEM OF EQUIPMENT AS SPECIFIED FOR USE: BY OPERATION AND MAINTENANCE PERSONNEL. PRINT OR ENGRAVE OPERATING INSTRUCTIONS AND FRAME UNDER GLASS OR IN APPROVED LAMINATED PLASTIC. POST INSTRUCTIONS WHERE DIRECTED. FOR OPERATING INSTRUCTIONS EXPOSED TO THE WEATHER, PROVIDE WEATHER -RESISTANT MATERIALS OR WEATHERPROOF ENCLOSURES. OPERATING INSTRUCTIONS SHALL NOT FADE WHEN EXPOSED TO SUNLIGHT AND SHALL BE SECURED TO PREVENT EASY REMOVAL OR PEELING. THE OPERATING INSTRUCTIONS SHALL INCLUDE THE FOLLOWING: A) WIRING DIAGRAMS, CONTROL DIAGRAMS, AND CONTROL SEQUENCE FOR EACH PRINCIPAL SYSTEM AND ITEM OF EQUIPMENT. B) START UP, PROPER ADJUSTMENT, OPERATING, LUBRICATION, AND SHUTDOWN PROCEDURES. C) SAFETY PRECAUTIONS. D) THE PROCEDURE IN THE EVENT OF EQUIPMENT FAILURE. E) OTHER ITEMS OF INSTRUCTION AS RECOMMENDED BY THE MANUFACTURER OF EACH SYSTEM OR ITEM OF EQUIPMENT. D) THE TERM "INTERIOR" IS AN INTERIOR LOCATION WHERE ITS ENVIRONMENT IS HEATED AND/OR AIR CONDITIONED AND NOT SUBJECT TO OUTSIDE WEATHER 19) EXTERIOR FERROUS MATERIALS: ALL EXTERIOR FERROUS MATERIALS SHALL CONDITIONS. BE PROTECTED FROM CORROSION BY ONE OF THE FOLLOWING METHODS: E) THE TERM "EXTERIOR" IS ALL LOCATIONS, WHICH ARE NOT INTERIOR, OR UNDERGROUND. F) THE TERM "INTERIOR FINISHED SPACE" IS INTERIOR SPACES, WHICH ARE USED FOR OFFICES, CORRIDORS, LOBBIES, TOILETS, STORAGE AND FILING ROOMS, LOUNGES, MECHANICAL ROOMS, ELECTRICAL ROOMS, ETC. 13) DEMOLITION: DEMOLITION OF INDICATED ITEMS INCLUDES THE REMOVAL AND PROPER DISPOSAL OF THOSE ITEMS AND ALL ASSOCIATED PIPING, DUCTWORK, WIRING AND HANGERS. ELECTRICAL BRANCH, CONTROL, TELEPHONE, AND ALARM WIRING SHALL BE REMOVED BACK TO PANELBOARDS OR RELATED SYSTEM PANELS OR BACKBOARDS. 14) EQUIPMENT AND MATERIAL INSTALLATIONS: A)ALL EQUIPMENT AND MATERIALS SHALL BE LABELED AND LISTED, AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S REQUIREMENTS. B)WHEN A MANUFACTURER RECOMMENDS AN OPTION OR ACCESSORY ITEM FOR A) COVERED WITH A NON-FERROUS OR NON -CORRODING MATERIAL. B)MATERIALS THAT ARE INSULATED ON THE EXTERIOR. C)MATERIALS THAT ARE GALVANIZED. D)MATERIALS THAT ARE PAINTED. EXTERIOR PAINTING SHALL CONSIST OF A BASE COAT OF AN APPROPRIATE PRIMER AND TWO COATS OF FINAL PAINT. FINAL PAINT COLOR SHALL BE SELECTED BY THE OWNER'S REPRESENTATIVE. PART 1 GENERAL 1.1 SYSTEM DESCRIPTION: FURNISH DUCTWORK, PIPING OFFSETS, FITTINGS, AND ACCESSORIES AS REQUIRED TO PROVIDE A COMPLETE INSTALLATION. COORDINATE THE WORK OF THE DIFFERENT TRADES TO AVOID INTERFERENCE BETWEEN PIPING, EQUIPMENT, STRUCTURAL, AND ELECTRICAL WORK. PROVIDE COMPLETE, IN PLACE, ALL NECESSARY OFFSETS IN PIPING AND DUCTWORK, AND ALL FITTINGS, AND OTHER COMPONENTS, REQUIRED TO INSTALL THE WORK AS INDICATED AND 3.2 INSTALLATION A. INSTALL MATERIALS AND EQUIPMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. ACCOMPLISH INSTALLATION BY WORKERS SKILLED IN THIS TYPE OF WORK. PERFORM INSTALLATION SO THAT THERE IS NO DEGRADATION OF THE DESIGNED FIRE RATINGS OF WALLS, PARTITIONS, CEILINGS, AND FLOORS. SPECIFIED. B. NO INSTALLATION IS PERMITTED TO BLOCK OR OTHERWISE IMPEDE ACCESS TO ANY EXISTING MACHINE OR SYSTEM. INSTALL ALL HINGED DOORS TO SWING OPEN 1.2 QUALITY ASSURANCE: EXCEPT AS OTHERWISE SPECIFIED, APPROVAL OF A MINIMUM OF 120 DEGREES. PROVIDE AN AREA IN FRONT OF ALL ACCESS MATERIALS AND EQUIPMENT IS BASED ON MANUFACTURER'S PUBLISHED DATA. DOORS THAT CLEARS A MINIMUM OF 3 FEET. IN FRONT OF ALL ACCESS DOORS TO ELECTRICAL CIRCUITS, CLEAR THE AREA THE MINIMUM DISTANCE TO ENERGIZED A. WHERE MATERIALS AND EQUIPMENT ARE SPECIFIED TO CONFORM TO THE CIRCUITS AS SPECIFIED IN OSHA STANDARDS, PART 1910.333 (ELECTRICAL -SAFETY STANDARDS OF THE UNDERWRITERS LABORATORIES, THE LABEL OF OR LISTING WITH RELATED WORK PRACTICES)AND AN ADDITIONAL 3 FEET. REEXAMINAII^uN IN UL BLU MAI DIR, AND UL 6 IS Aloi,M-IhDLE AS SUFFICIGIVI EVIDENCE THAT THE ITEMS CONFORM TO UNDERWRITERS LABORATORIES 3.2.1 ACCESS PANELS: INSTALL ACCESS PANELS FOR CONCEALED VALVES, REQUIREMENTS. IN LIEU OF SUCH LABEL OR LISTING, SUBMIT A WRITTEN VENTS, CONTROLS, DAMPERS, AND ITEMS REQUIRING INSPECTION OR MAINTENANCE CERTIFICATE FROM ANY NATIONALLY RECOGNIZED TESTING AGENCY, ADEQUATELY OF SUFFICIENT SIZE, AND LOCATE THEM SO THAT THE CONCEALED ITEMS ARE EQUIPPED AND COMPETENT TO PERFORM SUCH SERVICES, STATING THAT THE ITEMS EASILY SERVICED AND MAINTAINED OR COMPLETELY REMOVED AND REPLACED. HAVE BEEN TESTED AND THAT THE UNITS CONFORM TO THE SPECIFIED PROVIDE ACCESS PANELS AS SPECIFIED IN SECTION 05 50 13 MISCELLANEOUS REQUIREMENTS. OUTLINE METHODS OF TESTING USED BY THE SPECIFIED METAL FABRICATIONS. AGENCIES. B. WHERE MATERIALS OR EQUIPMENT ARE SPECIFIED TO BE CONSTRUCTED OR TESTED, OR BOTH, IN ACCORDANCE WITH THE STANDARDS OF THE ASTM INTERNATIONAL (ASTM), THE ASME INTERNATIONAL (ASME), OR OTHER STANDARDS, A MANUFACTURER'S CERTIFICATE OF COMPLIANCE OF EACH ITEM IS ACCEPTABLE AS PROOF OF COMPLIANCE. C. CONFORMANCE TO SUCH AGENCY REQUIREMENTS DOES NOT RELIEVE THE ITEM FROM COMPLIANCE WITH OTHER REQUIREMENTS OF THESE SPECIFICATIONS. PART 2 PRODUCTS 2.1 DUCT SYSTEMS 2.1.1 METAL DUCTWORK: PROVIDE METAL DUCTWORK CONSTRUCTION, INCLUDING ALL FITTINGS AND COMPONENTS, THAT COMPLIES WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE% AS SUPPLEMENTED AND MODIFIED BY THIS SPECIFICATION. A. PROVIDE RADIUS TYPE ELBOWS WITH A CENTERLINE RADIUS OF 1.5 TIMES THE WIDTH OR DIAMETER OF THE DUCT WHERE SPACE PERMITS. OTHERWISE, ELBOWS HAVING A MINIMUM RADIUS EQUAL TO THE WIDTH OR DIAMETER OF THE DUCT OR SQUARE ELBOWS WITH FACTORY FABRICATED TURNING VANES ARE ALLOWED. B. PROVIDE SEALANTS THAT ARE SUITABLE FOR THE RANGE OF AIR DISTRIBUTION AND AMBIENT TEMPERATURES TO WHICH IT IS EXPOSED. DO NOT USE PRESSURE SENSITIVE TAPE AS A SEALANT. C. MAKE SPIRAL LOCK SEAM DUCT, AND FLAT OVAL WITH DUCT SEALANT AND LOCK WITH NOT LESS THAN 3 EQUALLY SPACED DRIVE SCREWS OR OTHER APPROVED METHODS INDICATED IN SMACNA "HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE". APPLY THE SEALANT TO THE EXPOSED MALE PART OF THE FITTING COLLAR SO THAT THE SEALER IS ON THE INSIDE OF THE JOINT AND FULLY PROTECTED BY THE METAL OF THE DUCT FITTING. APPLY ONE BRUSH COAT OF THE SEALANT OVER THE OUTSIDE OF THE JOINT TO AT LEAST 2 INCH BAND WIDTH COVERING ALL SCREW HEADS AND JOINT GAP. DENTS IN THE MALE PORTION OF THE SLIP FITTING COLLAR ARE NOT ACCEPTABLE. FABRICATE OUTDOOR AIR INTAKE DUCTS AND PLENUMS WITH WATERTIGHT SOLDERED OR BRAZED JOINTS AND SEAMS. 2.1.2 METALLIC FLEXIBLE DUCT A. PROVIDE DUCT THAT CONFORMS TO UL 181 AND NFPA 90A WITH FACTORY -APPLIED INSULATION, VAPOR BARRIER, AND END CONNECTIONS. PROVIDE DUCT ASSEMBLY THAT DOES NOT EXCEED 25 FOR FLAME SPREAD AND 50 FOR SMOKE DEVELOPED. PROVIDE DUCTS DESIGNED FOR WORKING PRESSURES OF TWO INCHES WATER GAUGE POSITIVE AND 1.5 INCHES WATER GAUGE NEGATIVE. PROVIDE FLEXIBLE ROUND DUCT LENGTH THAT DOES NOT EXCEED FIVE FEET. SECURE CONNECTIONS BY APPLYING ADHESIVE FOR TWO INCHES OVER RIGID DUCT, APPLY FLEXIBLE DUCT TWO INCHES OVER RIGID DUCT, APPLY METAL CLAMP, AND PROVIDE MINIMUM OF THREE NO. 8 SHEET METAL SCREWS THROUGH CLAMP AND RIGID DUCT. B. INNER DUCT CORE: PROVIDE INTERLOCKING SPIRAL OR HELICALLY CORRUGATED FLEXIBLE CORE CONSTRUCTED OF ZINC -COATED STEEL, ALUMINUM, OR STAINLESS STEEL; OR CONSTRUCTED OF INNER LINER OF CONTINUOUS GALVANIZED SPRING STEEL WIRE HELIX FUSED TO CONTINUOUS, FIRE -RETARDANT, FLEXIBLE VAPOR BARRIER FILM, INNER DUCT CORE. C. INSULATION: PROVIDE INNER DUCT CORE THAT IS INSULATED WITH MINERAL FIBER BLANKET TYPE FLEXIBLE INSULATION, MINIMUM OF ONE INCH THICK. PROVIDE INSULATION COVERED ON EXTERIOR WITH MANUFACTURER'S STANDARD FIRE RETARDANT VAPOR BARRIER JACKET FOR FLEXIBLE ROUND DUCT. 2.1.3 INSULATED NONMETALLIC FLEXIBLE DUCT RUNOUTS: USE FLEXIBLE DUCT RUNOUTS ONLY WHERE INDICATED. RUNOUT LENGTH IS INDICATED ON THE DRAWINGS, AND IS NOT TO EXCEED 5 FEET. PROVIDE RUNOUTS THAT ARE PREINSULATED, FACTORY FABRICATED, AND THAT COMPLY WITH NFPA 90A AND UL 181. PROVIDE EITHER FIELD OR FACTORY APPLIED VAPOR BARRIER. PROVIDE NOT LESS THAN 20 OUNCE GLASS FABRIC DUCT CONNECTORS COATED ON BOTH SIDES WITH NEOPRENE. WHERE COIL INDUCTION OR HIGH VELOCITY UNITS ARE SUPPLIED WITH VERTICAL AIR INLETS, USE A STREAMLINED, VANED AND MITERED ELBOW TRANSITION PIECE FOR CONNECTION TO THE FLEXIBLE DUCT OR HOSE. PROVIDE A DIE -STAMPED ELBOW AND NOT A FLEXIBLE CONNECTOR AS THE LAST ELBOW TO THESE UNITS OTHER THAN THE VERTICAL AIR INLET TYPE. INSULATED FLEXIBLE CONNECTORS ARE ALLOWED AS RUNOUTS. PROVIDE INSULATED MATERIAL AND VAPOR BARRIER THAT CONFORM TO THE REQUIREMENTS OF SECTION 23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS. DO NOT EXPOSE THE INSULATION MATERIAL SURFACE TO THE AIR STREAM. 2.1.4 GENERAL SERVICE DUCT CONNECTORS: PROVIDE A FLEXIBLE DUCT CONNECTOR APPROXIMATELY 6 INCHES IN WIDTH WHERE SHEET METAL CONNECTIONS ARE MADE TO FANS OR WHERE DUCTS OF DISSIMILAR METALS ARE CONNECTED. FOR ROUND/OVAL DUCTS, SECURE THE FLEXIBLE MATERIAL BY STAINLESS STEEL OR ZINC -COATED, IRON CLINCH -TYPE DRAW BANDS. FOR RECTANGULAR DUCTS, INSTALL THE FLEXIBLE MATERIAL LOCKED TO METAL COLLARS USING NORMAL DUCT CONSTRUCTION METHODS. PROVIDE A COMPOSITE CONNECTOR SYSTEM THAT COMPLIES WITH NFPA 701 AND IS CLASSIFIED AS "FLAME -RETARDED FABRICS" IN UL BLD MAT DIR. PART 3 EXECUTION 3.1 GENERAL: SEE DUCTWORK SCHEDULE FOR SYSTEM MATERIALS, PRESSURE CLASSIFICATIONS AND SEALANT REQUIREMENTS. 3.2.2 FLEXIBLE DUCT INSTALL PRE -INSULATED FLEXIBLE DUCT IN ACCORDANCE WITH THE LATEST PRINTED INSTRUCTIONS OF THE MANUFACTURER TO ENSURE A VAPOR TIGHT JOINT. PROVIDE HANGERS, WHEN REQUIRED TO SUSPEND THE DUCT, OF THE TYPE RECOMMENDED BY THE DUCT MANUFACTURER AND SET AT THE INTERVALS RECOMMENDED. 3.2.3 METAL DUCTWORK: INSTALL ACCORDING TO SMACNA "HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE" UNLESS OTHERWISE INDICATED. INSTALL DUCT SUPPORTS FOR SHEET METAL DUCTWORK ACCORDING TO SMACNA "HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE", UNLESS OTHERWISE SPECIFIED. DO NOT USE FRICTION BEAM CLAMPS INDICATED IN SMACNA. ANCHOR RISERS ON HIGH VELOCITY DUCTS I"; THE CENTER OF THE VERTICAL RUN TO ALLOW ENDS OF RISER TO MOVE DUE TO THERMAL EXPANSION. ERECT SUPPORTS ON THE RISERS THAT ALLOW FREE VERTICAL MOVEMENT OF THE DUCT. ATTACH SUPPORTS ONLY TO STRUCTURAL FRAMING MEMBERS AND CONCRETE SLABS. DO NOT ANCHOR SUPPORTS TO METAL DECKING UNLESS A MEANS IS PROVIDED AND APPROVED FOR PREVENTING THE ANCHOR FROM PUNCTURING THE METAL DECKING. WHERE SUPPORTS ARE REQUIRED BETWEEN STRUCTURAL FRAMING MEMBERS, PROVIDE SUITABLE INTERMEDIATE METAL FRAMING. WHERE C-CLAMPS ARE USED, PROVIDE RETAINER CLIPS. 3.3 DUST CONTROL: TO PREVENT THE ACCUMULATION OF DUST, DEBRIS AND FOREIGN MATERIAL DURING CONSTRUCTION, PERFORM TEMPORARY DUST CONTROL PROTECTION. PROTECT THE DISTRIBUTION SYSTEM (SUPPLY AND RETURN) WITH TEMPORARY SEAL -OFFS AT ALL INLETS AND OUTLETS AT THE END OF EACH DAY'S WORK. KEEP TEMPORARY PROTECTION IN PLACE UNTIL SYSTEM IS READY FOR STARTUP. 3.4 PENETRATIONS: PROVIDE SLEEVES AND PREPARED OPENINGS FOR DUCT MAINS, BRANCHES, AND OTHER PENETRATING ITEMS, AND INSTALL DURING THE CONSTRUCTION OF THE SURFACE TO BE PENETRATED. CUT SLEEVES FLUSH WITH EACH SURFACE. PLACE SLEEVES FOR ROUND DUCT 15 INCHES AND SMALLER. BUILD FRAMED, PREPARED OPENINGS FOR ROUND DUCT LARGER THAN 15 INCHES AND SQUARE, RECTANGULAR OR OVAL DUCTS. SLEEVES AND FRAMED OPENINGS ARE ALSO REQUIRED WHERE GRILLES, REGISTERS, AND DIFFUSERS ARE INSTALLED AT THE OPENINGS. PROVIDE ONE INCH CLEARANCE BETWEEN PENETRATING AND PENETRATED SURFACES EXCEPT AT GRILLES, REGISTERS, AND DIFFUSERS. PACK SPACES BETWEEN SLEEVE OR OPENING AND DUCT OR DUCT INSULATION WITH MINERAL FIBER CONFORMING TO ASTM C553, TYPE 1, CLASS B-2. 3.5 FIRESTOPPING: WHERE DUCTS PASS THROUGH FIRE -RATED WALLS, FIRE PARTITIONS, AND FIRE RATED CHASE WALLS, SEAL THE PENETRATION WITH FIRE STOPPING MATERIALS. 3.6 TESTING, ADJUSTING, AND BALANCING: PERFORM TAB IN ACCORDANCE WITH THE REQUIREMENTS OF THE TAB PROCEDURAL STANDARD RECOMMENDED BY THE TAB TRADE ASSOCIATION THAT APPROVED THE TAB FIRM'S QUALIFICATIONS. COMPLY WITH REQUIREMENTS OF AABC 'NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE% NEBB "PROCEDURAL STANDARDS FOR TAB (TESTING, ADJUSTING AND BALANCING) ENVIRONMENTAL SYSTEMS', OR SMACNA "HVAC SYSTEMS - TESTING, ADJUSTING AND BALANCING'. ALL RECOMMENDATIONS AND SUGGESTED PRACTICES CONTAINED IN THE TAB PROCEDURAL STANDARDS ARE CONSIDERED MANDATORY. SUBMIT TAB REPORTS TO THE OWNER'S REPRESENTATIVE. 3.7 PERFORMANCE TESTS: AFTER TESTING, ADJUSTING, AND BALANCING IS COMPLETE AS SPECIFIED, TEST EACH SYSTEM AS A WHOLE TO SEE THAT ALL ITEMS PERFORM AS INTEGRAL PARTS OF THE SYSTEM AND TEMPERATURES AND CONDITIONS ARE EVENLY CONTROLLED THROUGHOUT THE BUILDING. RECORD THE TESTING DURING THE APPLICABLE SEASON. MAKE CORRECTIONS AND ADJUSTMENTS AS NECESSARY TO PRODUCE THE CONDITIONS INDICATED OR SPECIFIED. CONDUCT CAPACITY TESTS AND GENERAL OPERATING TESTS BY AN EXPERIENCED ENGINEER. PROVIDE TESTS THAT COVER A PERIOD OF NOT LESS THAN 3 DAYS FOR EACH SYSTEM AND DEMONSTRATE THAT THE ENTIRE SYSTEM IS FUNCTIONING ACCORDING TO THE SPECIFICATIONS. 3.8 CLEANING AND ADJUSTING: PROVIDE A TEMPORARY BYPASS FOR WATER COILS TO PREVENT FLUSHING WATER FROM PASSING THROUGH COILS. INSIDE OF THOROUGHLY CLEAN DUCTS, PLENUMS, AND CASING OF DEBRIS AND BLOW FREE OF SMALL PARTICLES OF RUBBISH AND DUST AND THEN VACUUM CLEAN BEFORE INSTALLING OUTLET FACES. WIPE EQUIPMENT CLEAN, WITH NO TRACES OF OIL, DUST, DIRT, OR PAINT SPOTS. PROVIDE TEMPORARY FILTERS PRIOR TO STARTUP OF ALL FANS THAT ARE OPERATED DURING CONSTRUCTION, AND INSTALL NEW FILTERS AFTER ALL CONSTRUCTION DIRT HAS BEEN REMOVED FROM THE BUILDING, AND THE DUCTS, PLENUMS, CASINGS, AND OTHER ITEMS SPECIFIED HAVE BEEN VACUUM CLEANED. MAINTAIN SYSTEM IN THIS CLEAN CONDITION UNTIL FINAL ACCEPTANCE. PROPERLY LUBRICATE BEARINGS WITH OIL OR GREASE AS RECOMMENDED BY THE MANUFACTURER. TIGHTEN BELTS TO PROPER TENSION. ADJUST CONTROL VALVES AND OTHER MISCELLANEOUS EQUIPMENT REQUIRING ADJUSTMENT TO SETTING INDICATED OR DIRECTED. ADJUST FANS TO THE SPEED INDICATED BY THE MANUFACTURER TO MEET SPECIFIED CONDITIONS. MAINTAIN ALL EQUIPMENT INSTALLED UNDER THE CONTRACT UNTIL CLOSE OUT DOCUMENTATION IS RECEIVED, THE PROJECT IS COMPLETED AND THE BUILDING HAS BEEN DOCUMENTED AS BENEFICIALLY OCCUPIED. 3.9 INSULATION: SEE DUCT INSULATION SCHEDULES FOR INSULATION MATERIAL AND INSTALLATION REQUIREMENTS. 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 advent JET I55 North Main Street West Hartford, CT 08107 woo J 1-6210 Fox BW-551-6213 <1 KUEGLERASSOCIATES 51 Depot St., Suite 214. Wotertown, CT 06795 Phon0:(860) 945-6955 Fox:(860) 274-9540 T (203) 7335 44 Northwest255 Drive Watertown, CT 06795 In Association With: QUISENBERRY ARCARI ARCHITECTS, IZC I ww%v.ga-architec u. com T (860) 677-4594 F (860j 677-8534 318 Main Street Farmington, CT 06032 moo®® co G � - e®® cS'S'&/ON Description: MECHANICAL NOTES & SYMBOLS Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: GJG Sheet #: B C 14 J- H I D �-------, E F G t1 N/ UP TAI R 00 EF-1 wOfvlErl 4Ox6G n; o > 16x12 UP �y �y TRAINING �N _16x12 _ -12 8- - �\�,,1602 UP ELEV. ITLT 7 I FEF-8 UuEF-1U v I I II 7 DRLDF�. TI OF�1G II OFFI M 1 J K L M B C D I= G N I J K L MI — I —~ OFFICE OFFICE` r TAii 12 I I I DN16x12 UP / I I J - N MEN CAI 12x10 Li r 16x12 12x10 _ 12x8 -� XI ACC-EXG U - -- r- - ((tr- N - � R 24x12 UTILITIES � T oN1fI - NI GFU-EXG 30x14 10 I - - I - --- - I I - — - --- ---- - - I M M (�6-ti _ I . 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ET A� � .� I C K � I I) V y-�30x18 8I C� 2 x18 O�FICE V y 1, T ELLL] MI UP I 4 � y � ( � y I-+- _ e (-- EXISTING LI�'J I NI _ _ — — �2s '=,y �— _ (sxa i — J 1I i II I I I HVAC ,—, I r r i II I I I ( I I �I. 20x10 `� I OFFICE 5Xf I Bxs_ NI �L I—=— ---=JL _=001--C*4- Lam f�Ox6-i_ _ _12x8---Z --� Do NI oFFICL T col— -XI I col q- - - TI -oo I -- ------ - -o o {-- r - - 10x6 . _ _ - _ 8x6 -- 7k— —, 7-- % I A �t , I V y 1200U; ! j'24x18 i 124x12 1 iC'hi - - 14x12 / — — — -r r" 6x6 iC 14x12 1Ox12 I J C-4I L 00 .� CD �\ CD O% I L I s �L L 91'?— S9 �� II I CofdFE ENCE I I oul 1 11 J of f IQT,I 2 - - - - - - --- I i I DEMO THIRD FLOOR PLAN 0 4' 8' 16, SCALE: 1/8" = 1'-0" Moog DEMO ROOF PLAN 0 4' 8' 16, SCALE: 1 /8" = 1'-0" 1 J ?)5viiulu 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257.4900 F (860) 257 - 4899 advent J L D 1 6 I.. 55 North Maln Street Week Hartford, CT 06107 860-501-6210 Fox 860-561-6213 KUEGLERASSOCKM 51 Depot St., Suite 214, Woledowo, CT 06795 Phone:(860)945.6955 Fox: (860) 274-9540 QFRCCTURE T (203) 725.6335 44 Northwest Drive Watertown, CT 06795 In Association \Vith: %Wl w�•'VIA QUISENBERRY ARCARI ARC141 TECTS, LLC www.cta-architects.com T (860) 677-4594 F (860) G77-8534 318 Main Street Farmington, CT 06032 ®�'9�e��eFassa�®e •, ;,cam 0 p R• � . 1 0 � 0 V � � • 0 dp A SjoN 00® N� / t Description: DEMOLITION MECHANICAL 3RD FLOOR & ROOF PLANS Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: GJG Sheet #: D ;--------------- ; E 12x10 SUPPLY & EXHAUST—t I rV 1f%T I ID TA ry\lr% CI AAO vl I FIRST FLOOR PLAN 0 4' 8' 16' SCALE: 1 /8" = 1'-0" DUCT HEATE 1 i SLF4P-9x9-130—• I I I �t SLF4P-9x9-11 RPF24T-8-125 tL UA KI(: DUCT HEATER RPF24T IYAIY aurru a CArWWJi DUCT DN TO 1ST FLOOR y J K L M /-12x10 SUPPLY & EXHAUST 1 X nl IrT nm Tn 1 cT FI nnR � SECOND FLOOR PLAN M 102 0 4' 8' 1 s' SCALE: 1 /8' = 1'-0" I I I I I I I I I I f I 1 I EPF24T-8-131 SLF4P- 1 2x 12-335 i I I I. I � — -_ - - I-�- - � - -�-- I I 'F24T-10-335 I 1 T21 =-®- I I -8-1 I ( � P-12x12-335 EPF24T 67 , I I I I I I I I � 1 I I SLF4P-12x12-370 SLF4P-12x12-370LL 1 - - T R D 3 1. " 10"o 1R 1 N T 2-5 �; _ 0 f I 231I i � - I ao ( 3 Z2-5 , to f ' =D&AD rRPF2.T-1n-370��� RPF24T-10- 70 _ �nl�rtilii-i�lc VJvvs s a.\a.ay. eo.nlew bd..0 ,pees m6 sen. 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 267-4900 F (860) 257-4899 °advent D E S I G N 55 North lain Stred West Hartford, CT 06107 a-561-52 6010 Fax 860-561-6213 D1 a KUEGLERASSMATES 51 Depot St_ Suite 214, Wotedown, CT06795 PWW. (860) 9456955 Fax (860) 274A510 T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: QUISENBERRY ARCARI ARCHITECTS, LLC www.ga-architects.com T (860) 6774594 F (860) 677-8534 318 Main Street Faunington, Cr 06032 �pase>t>reAi pF COh�N ........ s N O :,• No.17601 � g • �iie 1 i O 9 z 0 z a w Ln d• Sheet Description: MECHANICAL 1ST & 2ND FLOOR PLANS Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: GJG Sheet #: B T D E F G H I J K L M g u p E F G H I J K L M 12x1O SUPPLY & EXHAUST DUCT DN TO 2ND FLOOR T1 Ilimmill i ill 11 1 n .I -- _ -- _ : _ _-- I -I CIPTolr I I I11N i I I I I LLI 14, r I SLF4P-12x12-370 DUCT Z3-1 T -T o - HEATER �I I I I I I I FD & AD I Z3-2 i 12 10 U DU TO HRV-1 I I T Z3-2 HRV-10= TAP INTO TOP OF MAIN 10"o - RPF24T-10-370 SLF4P-9x9-215 R'�7r2, ' `� �"0s EPF24T-6-98 pRnvinF unnnl n EPF� 8-225 ��SLF41` -9x9 1 �� " i .v. vvV�� -- �)v a Z3-3 1 I ► Izxly OUrrl_I UUlii U14 R1-72 Cmju�WALL CAP EF= � �I-� T - I I 13 — 12x1O SUPPLY DUCT DN- 13 -- J _ — �s __ 6_ -- — — — — — s i 0 o MD s 4"� Z3-3— _ �I __ _ _ _� n _ - - SLF4P-9x9 - 200 - -- - - I II _ .� SLF4P-9x9-225 RP 4T-8T-215-8»o � - � E STIN 12 EPF24T-8 225 EPF24T=6-75 3 7--I 4"0 I ( 12 _ HVAC Z3-1 10 EPF24T-8-139 I I I HRU-1 WEF- 0»� PROVIDE HOODED TZ3- T4 Z3-4 WALL CAPR1-70� - � o �Z3 5 "NRPF24T 8 170 X RPF24T-1�0 Z3-5 0OoO I SLF4P-9x9-200 " �� I L $ -�411 i '� \ I /. -I - 1Ox6 - 11 - GRILLE 12 -� .L_ -- - - —! p — I I F, TING i l F RPF24T'-12-600 L----_ J L C 3 - I- I CLST I 1 �- EPF24T-6-75 `1 I I I I 1 I I 9011GRILLE MO T 6" AFF -I- - SLF4P-9x9-200 SLF4P-6x6-25� _ — ❑ HP-3 — — — M RKT ❑J — — , , I r- F RPF24T-10-370 RPF24T-10-370 C OZ3-6 _ A0 , _ I I$STIN� I o(TU 6» R� i SLF4P-9x9-300 SLF4P-9x9-305 I 01=° °_° I I Ft1 I I i EIRPF24T-1�2-580 " - 1 x12 SUPPLY r I/ I 10 0 8"o DUCT UP .0 1 I 9 --! Z3-8 - _ HRU-3 10 10»� - - - 9 — — — ��� _ RPF24T- 12-5 5 14x12 SUPPLY - ,; i I I I EX I NIG SLF4P-9x9-185 ( Z3-7 I I DUCT UP TO -- o Lei" a I " "^ 14x12 SUPPLY & EXHAUST HRU-3 °""° °""° °""° - - J (HVAC 1 f � I I I I HP-2 I (- -- _ � I '-� -� I I 8 o ! SLF4P-12x12-225 DUCT DN TO 2NDFLOORm 1n"� I - ` -y I EXISTING 14 12 SUP L DUCT D ;EPF24T-8-93 I HVAC 3-2 I I HVAC 2-21 t2 >DP LY D DN T �-RfS�M1G� HRU-3 EPF24T-8-194 14:0 6»0 Z3-7 SLF4P-6x6-25'', SLF4P-9x9-305 SLF4P-9x9-185 8"� T Z3-8 8"0 ICE �V I F D �� Z3-6 �'-_ ,3 ( g� �` -r. - -- EPF24T-6-50 � MD � 10 � RPF24T-10-3 I— r EXISTING �- 04 L "All T 1 0"o HVAC 1 EPF24T-8-183 - I SLF4P 12x12-225 TAP INTO 6» RPF2 4T-10-3 C I I DN SLF4P-9x9- 8»� r»� TOP OF MAIN I °N I I I { ( L '-�J 185 I - C14 I _ _ SLF4P-6x6-55 I I _ _ 14x14 SUPPLY i NET / RK I� r- -I (- —I .MOTORIZED DAMPER cc oc f & EXHAUST (,_ HRU-2 I - DUCT UP TOL `"(SPRING CLOSED) I I N MD - f _/_�r_ i Il — ! » HRV 2 FC-1 6" " " �14x14 SUPPLY DUCT DN ° �° °"° I HVAC 3-3 I 80 I x14 SUP LY bN I » FD & AD NTO � I SLF4P-6x6-25 6 � � SLF4F'-9x9-175 TOPOF TAP (MAIN FD AD ! SLF4P-12x12-225 RPF24T-14-670 1 5 I- 1 1 HP-1 5 SL'-4P-9x9-185 » N EPF24T-6-85 SLF4P-9x9-220 >p °° MD 8" p., ❑ Z3-11 4»�- I _ 4 X14-X14 — - — — _ " 14x14 SUPPLY - - _ _-- --- 1000 -- DUCT UP TO _ 6 0 _�.��. - T I 01=F1 � Z3-11 -I -- — SLF4P-12x12 225 T ELECTRIC I Z3-9 HRV-2 !� SLF4P-12x12-240 13 I I Z3 2 _ �» Z3 12 DUCT »� Z3-9 T" » 1 » HEATER CD�. » ( RPF24T-CC 1-175 RPF24T-10-370 EPF24T-6-7Z3-10 RPF24T-8-150 vlUL Z3-10 T T. 1 I�T RPF24T-8-150 RPF24T-8-150 J ERE'J ;r O' RPF24T-8-1 SLF4P-9x9-225 SLF4P-9x9225 I SLF4P-12x12-370-----`` ELECTRIC DUCT I q SLF4P-9x9-150 SLF4P-9x9-150 HEATER _ - - I ❑ - 2 -- -� — — I — — — 2 SLF4P-9x9-150 "� Sl4P-9x9-150 14x14 SUPPLY & EXHAUST " 1 DUCT DN TO 2ND FLOOR — - J -) - - - - LI 1 THIRD FLOOR PLAN 2 ROOF PLAN EEa VA ��01 0 4' 8' 16' M 103 0 4' 8' 16' SCALE: 1 /8" = 1'-0" SCALE: 1 /8" = 1'-0" REFRIGERANT PIPING BRAZING 3-1/8" MOUNTING HOLES CONNECTION (5/8" GAS) FRESH AIR INTAKE REFRIGERANT PIPING BRAZING (3-15/16) KNOCK OUT HOLE FAN COIL CONNECTION (3/8" LIQUID) .� MIN. 18" UNIT FLEX CONNECTION AS REQUIRED FOR RETURN DUCT SUPPLY DUCT IN� INTERNALLY LINE RETURN PLENUM INTERNALLY LINE 1ST kLL RETURN PLENUMS) 10' OF SUPPLY DUCTWORK CEILING SURFACE DRAIN PIPE (1-1/4") (TYPICAL ALL SUPPLY DUCTS) EMERGENCY DRAINING ACCESS DOOR * * MAKE THE ACCESS FLEX CONNECTION DOOR AT THE APPOINTED POSITION PROPERLY FOR SERVICE MAINTANCE 3 FAN COIL DUCT ATTACHMENT DETAIL �01 NO SCALE 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 advent 55 North Main Street West Hartford, CT 05107 860-561-6210 Fax SM-551-6213 KUEGLERASSOORM 51 Depot St.. Suite 214, Walerlmn, CT C6795 Phono:(860) 945-6955 1 Fax: (860( 2U,9540 QARCCTURE T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: rAd , 4% QUISENBERRY ARCARI ARCHITECTS, LLC www. qa-architects . c o m T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 Sheet Description: MECHANICAL DUCTWORK 3RD FLOOR & ROOF PLANS Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: GJG Sheet #: — — — — — — — 191 FIRST FLOOR PLAN 0 4' 8' 16, SCALE: 1/8' = 1'-0" Tn -1A _ il7777 T — RUN 2" CONDENSATE DN WALL & OUT TO GRADE ( TT n„ r%r%Kir%rkoe ATr '�2 SECOND FLOOR PLAN M 104 SCALE: 1 /8" = 1'-0" 0 49 8 16 F 1 =solidus 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257- 4900 F (860) 257- 4899 advent D E S 55 North MaIn SVW W«t Hartford, " 0R1rn 860-501-0210 Fox SM-561-6213 KUEGLERASSOOVUES 51 Depot St., Suite 214, Wotedowo, 606795 Phone: (860) 945-6955 IF= (860) 274-9540 AR CTURE T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: r3Ad '11 U QUISENBERRY ARCARI ARCHITECTS, LLC www.qa-architects.com T (8601 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 S01111111181"1, ,.00 OF COJVVi**,. ... B w • • 4 �s 'Q •• No.17601 •'Z ov e M� ON*4;�7 Sheet Description: MECHANICAL PIPING 1ST & 2ND FLOOR PLANS Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: GJG Sheet #: T F THIRD FLOOR PLAN 2 ROOF PLAN 0 4' 8' 16' M 105 0 4' 8' 16' SCALE: 1 /8" = 1'-0" SCALE: 1 /8" = 1'-0" TM 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 advent IJ L 5 1 V I 55 North Main Street West Hartford, CT 06107 860-561-6210 Fox BW-561-6213 KUEGLERASSOMa 51 Depot St., Suite 214, Watertown, CT 06795 Phone: (860) 945-6955 Fax:(860) 274.9540 ARC CTURE T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: %&'I J QUISENBERRY ARCARI ARCHITECTS, LLC www.qa-architects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 OOtttittitelyDs., ,• QF C©1Y1� �sA a �C Pie C40 �. M c N0.1760 0CC Description: MECHANICAL PIPING 3RD FLOOR O_ 77l1l1T' "T A I TC I OIL iCV VT 1 LtilV J 1 Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: GJG Sheet #: M105 — -.DUU111 VVI[Iutiul CITY MULTI LLC ICONT,Nol I PAGE SYSTEM SCHEMATIC DWG. fR9 no rr1-1 M-MMU4 TO We L--------------------------------- &-- -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LLB — — — — — — — — — — — — — — — — — — — — — — — — — — — ----------------------- I L: - — — — — — — — — — — — — — L — — — — — — — — — — — — — E'7 J 010 -20 I -.r*m I M- 0 MM 11161 WITA M * 100101 Oki 12 1 N ik MOM M 1111"�Tfl mo� A pipe of linch can be used for the High press pipe. 071 ---------..-...a-'-"- -"-'a- - - ----- -- r ...... -w — -..- -.-- -- - r r --9- Please refer the amount of pre -charge and the formula of calculation which is mentioned on the data book I&A16MG): 1,25ri 416MG) or more. VkAMMG) : between 0*24 AWG) and O.75mA20 AM). ST FLOOR VRF SYSTEM RISER NO SCALE CITY MULTI SYSTEM SCHEMATIC DWG. SECOND FLOOR 3N - URY PM4fAM11J11 46OV/6% 3- 46OV/6OHi YM-A I YM-A 062 070 r] IP21 J0 rw)-Iff Vwfri.7-_Wt(-, J J �y J J NJ y1I yyyy I III I I I I I I----------------------------------- — L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I —L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - IL - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I L J J PW Pi I's PS I's ps Ps I P9 PW F9 PW I P9 IN PW IP8 019 18 20419 21 1 21 22 023 24 25 26 027 028 029 030 1 1, 032 033 ism L- MIN TE GA Go PEFY PEFY PEFY PEFY PEFY PEFY PEFY PEFY PEFY PEFY PEFY PEFY PEFY PEFY PE -MM-E -P(6WAI-E -P24MU-E VAIJ-E -P,'ONWJJ-E -P2 - -P27OU-E -MM-E - MI-E 412MOU-E - 6tA{Ai-E -POW-E -P(6W)J-E -P12NIM_E -P 2 M600 W 231 T225 206 ,2312W/211 212-TI13 2t6- Z24 Z2-5 Z24 I Z2-7 Z2-8 Z2-9 Additional refrigerant charge is needed depending on the sib and length of extended piping. Please refer the amount of pre -charge and the formula of calculation which is mentioned on the data book 1.25i 416 AWG) : lZmA16 AWG) or more. 0.75n42O AWG) : khm 0.*24 AWG) and 0,75TA20 AM). 2ND FLOOR VRF SYSTEM RISER NO SCALE 0=01M oil P4 Z 314 P5 X 1 1, / P 6 718 1 1/,-, P7 '617i V2 CITY MULTI SYSTEM SCHEMATIC DWG. THIRD FLOOR 3fv 460V/60 FUSE PURY -Pl92YSJMU-A ' LF- — — — 'P2 F2 J0 IfP it CMB-PI016NU-HA - L�L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - L L — — — — — — — — — — — — — — — — — — — — — — — — L— — — — — — — — — IL — — - — — -- N IP7 IP7 IP7 IP8 In IP8 IP7 IP7 In IP7 3 M600 -PO6N)AU-E I B-111 , Z3-112 Additional refrigerant charge is needed depending on the size and length of extended piping. Please refer the amount of pre -charge and the formula of calculation which is mentioned on the data book. 1*16 AWG) : I lk4lli MG) or more. 0.75nA20 W) : between UnvJ24 W) and 0.7*20 W), 3RD FLOOR VRF SYSTEM RISER NO SCALE r 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4699 Ladvent D L S i 6 i, 55 North Main Street West Hartford, OT 05107 860-561-8210 Fax 860-551-6213 K11LIEGLERASSODATES 51 Depot St., Svite 214, Wolerlow, CT 06795 Pno'c: (860) 945-6955 Fox: (860) 2744540 T (203) 725; 6335 44 Northwest Drive Watertown, CT 06795 In Association With: ri�l Wr;1k7J QUISENBERRYARCARI ARCHITECTS, LLC -,v%vw-qa-architects.corn T (860) 677-4594 , corn F (860) 67'J'7-8534 Street 318 Main Street Farmington, CT 06032 Description: MECHANICAL DIAGRAMS Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: GJG Sheet #: M600 MULTI INDOOR UNIT, VARIABLE REFRIGERANT FLOW SPECIFICATION PART 1 - GENERAL 1.01 SYSTEM DESCRIPTION THE VARIABLE CAPACITY, HEAT PUMP HEAT RECOVERY AIR CONDITIONING SYSTEM SHALL BE A MITSUBISHI ELECTRIC CITY MULTI VRFZ (VARIABLE REFRIGERANT FLOW ZONING). THE CITY MULTI VRFZ SYSTEMS SHALL BE THE R2-SERIES (SIMULTANEOUS COOLING AND HEATING) SPLIT SYSTEM HEAT PUMP AND THE Y-SERIES (COOL/HEAT) SPLIT SYSTEM HEAT PUMP. THE R2-SERIES SYSTEM SHALL CONSIST OF A PURY OUTDOOR UNIT, BC (BRANCH CIRCUIT) CONTROLLER, I1111 I TI DI C AIr\/N p I IAIITO -r iinnirI Q% Akin ►I AIL-r r%nn tntOrYvT r%ie%ITAI rVAA1Tp/Ni C\ rAf%Ll IAIrV\A� I IAIIT r%m MULI1rLC IVUUUR U14 10 `C MVUCLJJ, 1,14U M-01LI UUU lU1Rr_Ul Ul%3 IAL lwlvlRWLa). EACH INDUUR UIV11 UIC GROUP OF INDOOR UNITS SHALL BE CAPABLE OF OPERATING IN ANY MODE INDEPENDENTLY OF OTHER INDOOR UNITS OR GROUPS. SYSTEM SHALL BE CAPABLE OF CHANGING MODE (COOLING TO HEATING, HEATING TO COOLING) WITH NO INTERRUPTION TO SYSTEM OPERATION. TO ENSURE OWNER COMFORT EACH INDOORUNIT R GROUP NI 0 RO OF INDOOR UNITS SHALL BE INDEPENDENTLY CONTROLLED AND CAPABLE OF CHANGING MODE AUTOMATICALLY WHEN ZONE TEMPERATURE STRAYS 1.8 DEGREES F FROM SET POINT FOR TEN MINUTES. THE SUM OF CONNECTED CAPACITY OF ALL INDOOR AIR HANDLERS SHALL RANGE FROM 50% TO 1507o OF OUTDOOR RATED CAPACITY. THE Y-SERIES SYSTEM SHALL CONSIST OF PURY OUTDOOR UNIT, MULTIPLE INDOOR UNITS (-E MODELS), AND M-NET DDC (DIRECT DIGITAL CONTROLS). THE SUM OF CONNECTED CAPACITY OF ALL INDOOR AIR HANDLERS SHALL RANGE FROM 50% TO 130% OF OUTDOOR RATED CAPACITY. 1.02 QUALITY ASSURANCE A. THE UNITS SHALL BE LISTED BY ELECTRICAL TESTING LABORATORIES (ETL) AND BEAR THE ETL LABEL. B. ALL WIRING SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (N.E.C.). C. THE UNITS SHALL BE MANUFACTURED IN A FACILITY REGISTERED TO ISO 9001 AND IS014001 WHICH IS A SET OF STANDARDS APPLYING TO ENVIRONMENTAL PROTECTION SET BY THE INTERNATIONAL STANDARD ORGANIZATION (ISO). D. ALL UNITS MUST MEET OR EXCEED THE 2010 FEDERAL MINIMUM EFFICIENCY REQUIREMENTS AND THE PROPOSED ASHRAE 90.1 EFFICIENCY REQUIREMENTS FOR VRF SYSTEMS. EFFICIENCY SHALL BE PUBLISHED IN ACCORDANCE WITH THE DOE ALTERNATIVE TEST PROCEDURE, WHICH IS BASED ON THE AIR-CONDITIONING, HEATING, AND REFRIGERATION INSTITUTE (AHRI) STANDARDS 340/360, 1230 AND ISO STANDARD 13256-1. E. A FULL CHARGE OF R-410A FOR THE CONDENSING UNIT ONLY SHALL BE PROVIDED IN THE CONDENSING UNIT. 1.03 DELIVERY, STORAGE AND HANDLING A. UNIT SHALL BE STORED AND HANDLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATION. PART 2 - WARRANTY 2.01 THE UNITS SHALL BE COVERED BY THE MANUFACTURER'S LIMITED WARRANTY FOR A PERIOD OF ONE (1) YEAR FROM DATE OF INSTALLATION. THE SYSTEM INSTALLATION SHALL BE INSTALLED BY A CONTRACTOR WITH THE FOLLOWING CREDENTIALS AND SHALL CARRY THE ADDITIONAL WARRANTEE ITEMS BELOW. THE FINAL DESIGN BE PRODUCED BY A CERTIFIED CITY MULTI DIAMOND DESIGNER, INSTALLED BY A CONTRACTOR THAT HAS SUCCESSFULLY COMPLETED THE MITSUBISHI ELECTRIC THREE DAY SERVICE COURSE, AND VERIFIED WITH A COMPLETED COMMISSIONING REPORT SUBMITTED TO AND APPROVED BY THE MITSUBISHI ELECTRIC SERVICE DEPARTMENT, THEN THE UNITS SHALL BE COVERED BY AN EXTENDED MANUFACTURER'S LIMITED WARRANTY FOR A PERIOD OF FIVE (5) YEARS FROM DATE OF INSTALLATION. IN ADDITION THE COMPRESSOR SHALL HAVE A MANUFACTURER'S LIMITED WARRANTY FOR A PERIOD OF SEVEN (7) YEARS FROM DATE OF INSTALLATION. THIS WARRANTY CHAI I NnT INCI I Ir)F I AROR- PART 3 - PRODUCTS 3.01 R2-SERIES OUTDOOR UNIT A. GENERAL: THE R2-SERIES PURY OUTDOOR UNIT SHALL BE USED SPECIFICALLY WITH CITY MULTI VRFZ COMPONENTS. THE PURY OUTDOOR UNITS SHALL BE EQUIPPED WITH MULTIPLE CIRCUIT BOARDS THAT INTERFACE TO THE M-NET CONTROLS SYSTEM AND SHALL PERFORM ALL FUNCTIONS NECESSARY FOR OPERATION. EACH OUTDOOR UNIT MODULE SHALL BE COMPLETELY FACTORY ASSEMBLED, PIPED AND WIRED AND RUN TESTED AT THE FACTORY. 1. OUTDOOR UNIT SHALL HAVE A SOUND RATING NO HIGHER THAN 60 DB(A) INDIVIDUALLY OR 64 DB(A) TWINNED. UNITS SHALL HAVE A SOUND RATING NO HIGHER THAN 50 DB(A) INDIVIDUALLY OR 53 DB(A) TWINNED WHILE IN NIGHT MODE OPERATION. IF AN ALTERNATE MANUFACTURER IS SELECTED, ANY ADDITIONAL MATERIAL, COST, AND LABOR TO MEET PUBLISHED SOUND LEVELS SHALL BE INCURRED BY THE CONTRACTOR. 2. BOTH REF'RIGFRANT I INEC FROM THE OIITIIOOR UNIT TO THE Rr (RRANCH CIRCUIT) CONTROL I FR (mr.i F OR MAIN) SHALL BE INSULATED. 3.THERE SHALL BE NO MORE THAN 3 BRANCH CIRCUIT CONTROLLERS CONNECTED TO ANY ONE OUTDOOR UNIT, 4. OUTDOOR UNIT SHALL BE ABLE TO CONNECT TO UP TO 50 INDOOR UNITS DEPENDING UPON MODEL. 5. THE OUTDOOR UNIT SHALL HAVE AN ACCUMULATOR WITH REFRIGERANT LEVEL SENSORS AND CONTROLS. 6. THE OUTDOOR UNIT SHALL HAVE A HIGH PRESSURE SAFETY SWITCH, OVER -CURRENT PROTECTION, CRANKCASE HEATER AND DC BUS PROTECTION. 7. THE OUTDOOR UNIT SHALL HAVE THE ABILITY TO OPERATE WITH A MAXIMUM HEIGHT DIFFERENCE OF 164 FEET AND HAVE TOTAL REFRIGERANT TUBING LENGTH OF 1804-2625 FEET, THE GREATEST LENGTH IS NOT TO EXCEED 541 FEET BETWEEN OUTDOOR UNIT AND THE INDOOR UNITS WITHOUT THE NEED FOR LINE SIZE CHANGES OR TRAPS. 8. THE OUTDOOR UNIT SHALL BE CAPABLE OF OPERATING IN HEATING MODE DOWN TO -417 AMBIENT TEMPERATURE OR COOLING MODE DOWN TO 23F AMBIENT TEMPERATURE, WITHOUT ADDITIONAL LOW AMBIENT CONTROLS. IF AN ALTERNATE MANUFACTURER IS SELECTED, ANY ADDITIONAL MATERIAL, COST, AND LABOR TO MEET LOW AMBIENT OPERATING CONDITION AND PERFORMANCE SHALL BE INCURRED BY THE CONTRACTOR. OUTDOOR UNIT SHALL HAVE A HIGH EFFICIENCY OIL SEPARATOR PLUS ADDITIONAL LOGIC CONTROLS TO ENSURE ADEQUATE OIL VOLUME IN THE COMPRESSOR IS MAINTAINED. 9. UNIT MUST DEFROST ALL CIRCUITS SIMULTANEOUSLY IN ORDER TO RESUME FULL HEATING MORE QUICKLY. PARTIAL DEFROST WHICH MAY EXTEND "NO OR REDUCED HEATING" PERIODS SHALL NOT BE ALLOWED. B. UNIT CABINET: 1. THE CASING(S) SHALL BE FABRICATED OF GALVANIZED STEEL, BONDERIZED AND FINISHED. UNITS CABINETS SHALL BE ABLE TO WITHSTAND 960 HOURS PER ASTM 13117 CRITERIA FOR SEACOAST PROTECTED MODELS (-BS MODELS) C. FAN: 1. EACH OUTDOOR UNIT MODULE SHALL BE FURNISHED WITH ONE DIRECT DRIVE, VARIABLE SPEED PROPELLER TYPE FAN. THE FAN SHALL BE FACTORY SET FOR OPERATION UNDER 0 IN. WG EXTERNAL STATIC PRESSURE, BUT CAPABLE OF NORMAL OPERATION UNDER A MAXIMUM OF 0.24 IN. WG EXTERNAL STATIC PRESSURE VIA DIP SWITCH. 2. ALL FAN MOTORS SHALL HAVE INHERENT PROTECTION, HAVE PERMANENTLY LUBRICATED BEARINGS, AND BE COMPLETELY VARIABLE SPEED. 3. ALL FAN MOTORS SHALL BE MOUNTED FOR QUIET OPERATION. 4. ALL FANS SHALL BE PROVIDED WITH A RAISED GUARD TO PREVENT CONTACT WITH MOVING PARTS. 5. THE OUTDOOR UNIT SHALL HAVE VERTICAL DISCHARGE AIRFLOW. D. REFRIGERANT 1. R410A REFRIGERANT SHALL BE REQUIRED FOR PURY-P-T/Y(S)JMU-A OUTDOOR UNIT SYSTEMS. 2. I wi_1 .ESTER (POE) OIL SHn"L BE REQvIRED. PRIOR TO BIDDING, ,V"1.e.NlIFnCTvIRERS Wl Illy nLII_INI ,eTl OiL TYPES SHALL SUBMIT MATERIAL SAFETY DATA SHEETS (MSDS) AND COMPARISON OF HYGROSCOPIC PROPERTIES FOR ALTERNATE OIL WITH LIST OF LOCAL SUPPLIERS STOCKING ALTERNATE OIL FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO BIDDING. E. COIL: 1. THE OUTDOOR COIL SHALL BE OF NONFERROUS CONSTRUCTION WITH LANCED OR CORRUGATED PLATE FINS ON COPPER TUBING. 2. THE COIL FINS SHALL HAVE A FACTORY APPLIED CORROSION RESISTANT BLUE -FIN FINISH. 3 THE Pn11 CHAT 1 BE PROTECTED WITH AN INTEf:RAI 1;IETAI GI IARII 4. REFRIGERANT FLOW FROM THE OUTDOOR UNIT SHALL BE CONTROLLED BY MEANS OF AN INVERTER DRIVEN COMPRESSOR. 5. THE OUTDOOR COIL SHALL INCLUDE 4 CIRCUITS WITH TWO POSITION VALVES FOR EACH CIRCUIT, EXCEPT FOR THE LAST STAGE. F. COMPRESSOR: 1. EACH OUTDOOR UNIT MODULE SHALL BE EQUIPPED WITH ONE INVERTER DRIVEN SCROLL HERMETIC COMPRESSOR. NON INVERTER -DRIVEN COMPRESSORS, WHICH CAUSE INRUSH CURRENT (DEMAND CHARGES) AND REQUIRE LARGER WIRE SIZING, SHALL NOT BE ALLOWED. 2.A CRANKCASE HEATER(S) SHALL BE FACTORY MOUNTED ON THE COMPRESSOR(S). 3. THE OUTDOOR UNIT COMPRESSOR SHALL HAVE AN INVERTER TO MODULATE CAPACITY. THE CAPACITY SHALL BE COMPLETELY VARIABLE WITH A TURNDOWN OF 19%-5% OF RATED CAPACITY, DEPENDING UPON UNIT SIZE. 4. THE COMPRESSOR WILL BE EQUIPPED WITH AN INTERNAL THERMAL OVERLOAD. 5. THE COMPRESSOR SHALL BE MOUNTED TO AVOID THE TRANSMISSION OF VIBRATION. 6. FIELD -INSTALLED OIL EQUALIZATION LINES BETWEEN MODULES ARE NOT ALLOWED. PRIOR TO BIDDING, MANUFACTURERS REQUIRING EQUALIZATION MUST SUBMIT OIL LINE SIZING CALCULATIONS SPECIFIC TO EACH SYSTEM AND MODULE PLACEMENT FOR THIS PROJECT. G. ELECTRICAL: 1. THE OUTDOOR UNIT ELECTRICAL POWER SHALL BE 460 VOLTS, 3-PHASE, 60 HERTZ. 2. THE OUTDOOR UNIT SHALL BE CONTROLLED BY INTEGRAL MICROPROCESSORS. 3. THE CONTROL CIRCUIT BETWEEN THE INDOOR UNITS, BC CONTROLLER AND THE OUTDOOR UNIT SHALL BE 24VDC COMPLETED USING A 2-CONDUCTOR, TWISTED PAIR SHIELDED CABLE TO PROVIDE TOTAL INTEGRATION OF THE SYSTEM. 3.02 BRANCH CIRCUIT (BC) CONTROLLERS FOR R2-SERIES SYSTEMS A. GENERAL: THE BC (BRANCH CIRCUIT) CONTROLLERS SHALL INCLUDE MULTIPLE BRANCHES TO ALLOW SIMULTANEOUS HEATING AND COOLING BY ALLOWING EITHER HOT GAS REFRIGERANT TO FLOW TO INDOOR UNITS) FOR HEATING OR SUBCOOLED LIQUID REFRIGERANT TO FLOW TO INDOOR UNIT(S) FOR COOLING. REFRIGERANT USED FOR COOLING MUST ALWAYS BE SUBCOOLE:D FOR OPTIMAL INDOOR UNIT LEV PERFORMANCE; ALTERNATE BRANCH DEVICES WITH NO SUBCOOLING RISK (BUBBLES IN LIQUID SUPPLIED TO LEV AND ARE NOT ALLOWED. THE BC kBRANCH CIRCUIT)' CONTROLLERS SHALL BE SPECIFICALLY USED WITH R41 OA R2-SERIES SYSTEMS. THESE UNITS SHALL BE EQUIPPED WITH A CIRCUIT BOARD THAT INTERFACES TO THE M-NET CONTROLS SYSTEM AND SHALL PERFORM ALL FUNCTIONS NECESSARY FOR OPERATION. THE UNIT SHALL HAVE A GALVANIZED STEEL FINISH. THE BC CONTROLLER SHALL BE COMPLETELY FACTORY ASSEMBLED, PIPED AND WIRED. EACH UNIT SHALL BE RUN TESTED AT THE FACTORY. THIS UNIT SHALL BE MOUNTED INDOORS, WITH ACCESS AND SERVICE CLEARANCE PROVIDED FOR EACH CONTROLLER. THE SUM OF CONNECTED CAPACITY OF ALL INDOOR AIR HANDLERS SHALL RANGE FROM 50% TO 150% OF RATED CAPACITY. EACH VRF SYSTEM SHALL INCLUDE AT' LEAST ONE (1) UNUSED BRANCHES OR BRANCH DEVICES FOR FUTURE USE. BRANCHES SHALL BE FULLY INSTALLED & WIRED IN CENTRAL LOCATION WITH CAPPED SERVICE SHUTOFF VALVE & SERVICE PORT. B. BC UNIT CABINET: 1. THE CASING SHALL BE FABRICATED OF GALVANIZED STEEL. 2. EACH CABINET SHALL HOUSE A LIQUID -GAS SEPARATOR AND MULTIPLE REFRIGERATION CONTROL VALVES. 3. THE UNIT SHALL HOUSE TWO TUBE--IN-TUBE HEAT EXCHANGERS. C. REFRIGERANT 1. R410A REFRIGERANT SHALL BE REQUIRED. D. REFRIGERANT VALVES: 1. THE UNIT SHALL BE FURNISHED WITH MULTIPLE BRANCH CIRCUITS WHICH CAN INDIVIDUALLY ACCOMMODATE UP TO 54,000 BTUH AND UP TO THREE INDOOR UNITS. BRANCHES MAY BE TWINNED TO ALLOW MORE THAN 54,000 BTUH. 2. EACH BRANCH SHALL HAVE MULTIPLE TWO -POSITION VALVES TO CONTROL REFRIGERANT FLOW. 3. SERVICE SHUT-OFF VALVES SHALL BE FIELD-PROVIDED/INSTALLED FOR EACH BRANCH TO ALLOW SERVICE TO ANY INDOOR UNIT WITHOUT FIELD INTERRUPTION TO OVERALL SYSTEM OPERATION. 4 I INFAR EI EC`TR(1NIr EXPAAICI(lti VAI'VFC CUAI 1 RF• 1ICFIl To r1.0MTR(11 TUG VARIARI G R1717RICr7I?AAIT t:I nW n.+.v.. •n�,r �.+ u u.� v� v.+w . v vv... nv� i i i� rnnuw�� IL.1 nlvl.,l v-n l 1 w,r. E. INTEGRAL DRAIN PAN: AN INTEGRAL CONDENSATE PAN AND DRAIN SHALL BE PROVIDED. F. ELECTRICAL: 1. THE UNIT ELECTRICAL POWER SHALL_ BE 208/230 VOLTS, 1 PHASE, 60 HERTZ. 2. THE UNIT SHALL BE CAPABLE OF SATISFACTORY OPERATION WITHIN VOLTAGE LIMITS OF 187-228 VOLTS (208V/60HZ) OR 207-253V (230V,160HZ). 3. THE BC CONTROLLER SHALL BE CONTROLLED BY INTEGRAL MICROPROCESSORS. 4. THE CONTROL CIRCUIT BETWEEN THE INDOOR UNITS AND THE OUTDOOR UNIT SHALL BE 24VDC COMPLETED USING A 2-CONDUCTOR, TWISTED PAIR SHIELDED CABLE TO PROVIDE TOTAL INTEGRATION OF THE SYSTEM. 3.03PEFY-NMAU (CEILING -CONCEALED DUCTED) INDOOR UNIT A. GENERAL: THE PEFY SHALL BE A CEILING -CONCEALED DUCTED INDOOR FAN COIL DESIGN THAT MOUNTS ABOVE THE CEILING WITH A 2-POSITION, FIELD ADJUSTABLE RETURN AND A FIXED HORIZONTAL DISCHARGE SUPPLY AND SHALL HAVE A MODULATING LINEAR EXPANSION DEVICE. THE PEFY SHALL BE USED WITH THE R2-SERIES OUTDOOR UNIT AND BC CONTROLLER, Y-SERIES OUTDOOR UNIT, OR S-SERIES OUTDOOR UNIT. THE PEFY SHALL SUPPORT INDIVIDUAL CONTROL USING M-NET DDC CONTROLLERS. B. INDOOR UNIT. l Ht INUUOR UNI I SHALL BE FAC I ORT ASSEMBLED, 'VVIRED AND RUN T ES VIM tD. UUN IAINtU I"-'IIN THE UNI( I SHALL BE ALL FACTORY WIRING, PIPING, ELECTRONIC MODULATING LINEAR EXPANSION DEVICE, CONTROL CIRCUIT BOARD AND FAN MOTOR. THE UNIT SHALL HAVE A SELF -DIAGNOSTIC FUNCTION, 3-MINUTE TIME DELAY MECHANISM, AND AN AUTO RESTART FUNCTION. INDOOR UNIT AND REFRIGERANT PIPES SHALL BE CHARGED WITH DEHYDRATED AIR BEFORE SHIPMENT FROM THE FACTORY. C. UNIT CABINET: 1. THE UNIT SHALL BE, CEILING -CONCEALED, DUCTED. 2. THE CABINET PANEL SHALL HAVE PROVISIONS FOR A FIELD INSTALLED FILTERED OUTSIDE AIR INTAKE. D. FnN: 1. PEFY-NMAU MODELS SHALL FEATURE EXTERNAL STATIC PRESSURE SETTINGS FROM 0.14 TO 0.60 IN. WG. 2. THE INDOOR UNIT FAN SHALL BE AN ASSEMBLY WITH ONE OR TWO SIROCCO FAN(S) DIRECT DRIVEN BY A SINGLE MOTOR. 3. THE INDOOR FAN SHALL BE STATICALLY AND DYNAMICALLY BALANCED AND RUN ON A MOTOR WITH PERMANENTLY LUBRICATED BEARINGS. 4. THE INDOOR FAN SHALL CONSIST OF THREE (3) SPEEDS, HIGH, MID, AND LOW PLUS THE AUTO -FAN FUNCTION S. THL IIYDVVR VIYIII SHALL HAVE A DUCTED AIR OUTLET SYSTEM 111W DUVIEU RGIURV r%[N JIJIGM. E. FILTER: 1. RETURN AIR SHALL BE FILTERED BY' MEANS OF A STANDARD FACTORY INSTALLED RETURN AIR FILTER. 2. OPTIONAL RETURN FILTER BOX (REAR OR BOTTOM PLACEMENT) WITH HIGH -EFFICIENCY FILTER SHALL BE AVAILABLE FOR ALL PEFY INDOOR UNITS. F. COIL: 1. THE INDOOR COIL SHALL BE OF NONFERROUS CONSTRUCTION WITH SMOOTH PLATE FINS ON COPPER TUBING. 2. THE TUBING SHALL HAVE INNER GROOVES FOR HIGH EFFICIENCY HEAT EXCHANGE. 3. nLL TvIBE JOLNTS SHnLL BE BP.nZED WI?H PHOS-COPPER OR SILVER ALLOY. 4. THE COILS SHALL BE PRESSURE TESTED AT THE FACTORY. 5. A CONDENSATE PAN AND DRAIN SHALL BE PROVIDED UNDER THE COIL. 6. THE CONDENSATE SHALL BE GRAVITY DRAINED FROM THE FAN COIL. 7. BOTH REFRIGERANT LINES TO THE PDFY INDOOR UNITS SHALL BE INSULATED. G. ELECTRICAL: 1. THE UNIT ELECTRICAL POWER SHALL_ BE 208/230 VOLTS, 1-PHASE, 60 HERTZ. H. CONTROLS: 1. THIS UNIT SHALL USE CONTROLS PROVIDED BY MITSUBISHI ELECTRIC TO PERFORM FUNCTIONS NECESSARY TO OPERATE THE SYSTEM. PLEASE REFER TO PART 5 OF THIS GUIDE SPECIFICATION FOR DETAILS ON CONTROLLERS AND OTHER CONTROL, OPTIONS. 2. CONTROL BOARD SHALL INCLUDE CONTACTS FOR CONTROL OF EXTERNAL HEAT SOURCE. EXTERNAL HEAT MAY BE ENERGIZED AS SECOND STAGE WITH 1.8 DEGREE F DEADBAND FROM SET POINT. PART 4 - CONTROLS 4.01 OVERVIEW A. GENERAL: THE CITY MULTI CONTROLS NETWORK (CMCN) SHALL BE CAPABLE OF SUPPORTING REMOTE CONTROLLERS, SCHEDULE TIMERS, SYSTEM CONTROLLERS, CENTRALIZED CONTROLLERS, AN INTEGRATED WEB BASED INTERFACE, GRAPHICAL USER WORKSTATION, AND SYSTEM INTEGRATION TO BUILDING MANAGEMENT SYSTEMS VIA BACNET® AND LONWORKSO. 4.02 ELECTRICAL CHARACTERISTICS A. GENERAL: THE CMCN SHALL OPERATE AT 24VDC„ CONTROLLER POWER AND COMMUNICATIONS SHALL BE VIA A COMMON NON -POLAR COMMUNICATIONS BUS. B. WIRING: CONTROL WIRING SHALL BE INSTALLED IN A DAISY CHAIN CONFIGURATION FROM INDOOR UNIT TO ME REMOTE CONTROLLER TO INDOOR UNIT, TO THE- BC CONTROLLER (MAIN AND SUBS, IF APPLICABLE) AND TO THE OUTDOOR UNIT. CONTROL WIRING TO REMOTE CONTROLLERS SHALL BE RUN FROM THE INDOOR UNIT TERMINAL BLOCK TO THE CONTROLLER ASSOCIATED WITH THAT UNIT. CONTROL WIRING FOR SCHEDULE TIMERS, SYSTEM CONTROLLERS, AND CENTRALIZED CONTROLLERS SHALL BE INCTAI I Eft IN A nAICY rHAIN rUwni iIRATIf1N FROM ni lTnrlUR I INIT Tn ni ITD(1(1R I INITTf1 SYSTEM CONTROLLERS, TO THE POWER SUPPLY. CONTROL WIRING FOR THE DELUXE MA, SIMPLE MA, AND WIRELESS MA REMOTE CONTROLLERS SHALL BE FROM THE REMOTE CONTROLLER TO THE FIRST ASSOCIATED INDOOR UNIT (TB-15) THEN TO THE REMAINING ASSOCIATED INDOOR UNITS (TB-15) IN A DAISY CHAIN CONFIGURATION. THE AG-150, GB-50ADA, GB-24 CENTRALIZED CONTROLLER SHALL BE CAPABLE OF BEING NETWORKED WITH OTHER AG-150, GB-50ADA AND GB-24 CENTRALIZED CONTROLLERS FOR CENTRALIZED CONTROL. C. WIRING TYPE: WIRING SHALL BE 2-CONDUCTOR (16 AWG), TWISTED, STRANDED, SHIELDED WIRE AS DEFINED BY THE DESIGN TOOL AUTOCAD OUTPUT. NETWORK WIRING SHALL BE CAT-5E WITH RJ-45 CONNECTION. 4.03 CITY MULTI CONTROLS NETWORK THE CITY MULTI CONTROLS NETWORK (CMCN) CONSISTS OF REMOTE CONTROLLERS, SCHEDULE TIMERS, SYSTEM CONTROLLERS, CENTRALIZED CONTROLLERS, AND/OR INTEGRATED WEB BASED INTERFACE COMMUNICATING OVER A HIGH-SPEED COMMUNICATION BUS, THE CITY MULTI CONTROLS NETWORK SHALL SUPPORT OPERATION MONITORING, SCHEDULING, ERROR EMAIL DISTRIBUTION, PERSONAL BROWSERS, TENANT BILLING, ONLINE MAINTENANCE SUPPORT, AND INTEGRATION WITH BUILDING MANAGEMENT SYSTEMS (BMS) USING EITHER LONWORKSO OR BACNETO INTERFACES. THE BELOW FIGURE ILLUSTRATES A SAMPLE CMCN SYSTEM CONFIGURATION. 4.041NPUT/OUTPUT (10) BOARDS A. DIGITAL INPUT DIGITAL OUTPUT (DIDO) BOARD THE DIDO 10 BOARD SHALL BE CAPABLE OF PROVIDING ON/OFF CONTROL FOR NON-MITSUBISHI EQUIPMENT VIA THE AG-150/GB-50ADA/GB-24 CENTRALIZED CONTROLLER'S LICENSED WEB BROWSER FUNCTIONS, THE TOUCH SCREEN OF THE AG-150 AND TC-24 CENTRALIZED CONTROLLER AND THE TG-2000 SOFTWARE. EACH DIDO BOARD SHALL HAVE TWO DIGITAL INPUTS AND TWO DIGITAL OUTPUTS AND SHALL BE CAPABLE OF EXPANDING TO A TOTAL OF SIX DIGITAL INPUTS AND SIX DIGITAL OUTPUTS. EACH DIGITAL OUTPUT SHALL BE CAPABLE OF SUPPORTING AN INDEPENDENT SCHEDULE VIA THE AG-150/GB-50ADA/GB-24 CENTRALIZED CONTROLLER'S LICENSED WEB BROWSER FUNCTIONS AND THE TG-2000 SOFTWARE. STATUS INDICATION OF THE ON/OFF STATE OF THE NON-MITSUBISHI EQUIPMENT SHALL BE EITHER VIA THE ON/OFF STATUS OF THE DIGITAL OUTPUT OR BY RECEIPT OF A DIGITAL INPUT TO THE DIDO BOARD. THE DIDO 10 BOARD SHALL BE CAPABLE OF RECEIVING A DIGITAL INPUT FOR INTERLOCK SETTINGS WITH THE CITY MULTI INDOOR UNITS OR DIGITAL OUTPUTS ON THE DIDO BOARD. BASED ON THE DIGITAL INPUT STATUS THE DIDO BOARD SHALL BE CAPABLE OF SETTING THE FOLLOWING PARAMETER ON THE INDOOR UNIT ON/OFF, MODE, AND SET TEMPERATURE TO PREDEFINED SETTINGS. THE DIDO BOARD SHALL ALSO BE CAPABLE OF INTERLOCKING THE ON/OFF STATE OF A DIGITAL OUTPUT ON THE DIDO BOARD BASED ON A DIGITAL INPUT STATUS. B. ANALOG INPUT (10) BOARD THE Al 10 BOARD SHALL BE CAPABLE OF MONITORING TEMPERATURE OR HUMIDITY VIA THE AG-150/GB-50ADA/GB-24 CENTRALIZED CONTROLLER'S LICENSED WEB BROWSER FUNCTIONS AND THE TG-2000 SOFTWARE. EACH Al BOARD SHALL HAVE TWO ANALOG INPUTS. EACH INPUT SHALL BE CAPABLE OF RECEIVING A 4/20MA, 0/10 VC, OR 1/5 VDC SIGNAL FOR MONITORING TEMPERATURE OR HUMIDITY. THE Al BOARD SHALL BE CAPABLE OF MONITORING THE TEMPERATURE OR HUMIDITY INPUT AND SHALL BE CAPABLE OF DISPLAYING GRAPHICAL TRENDING OF THE TEMPERATURE OR HUMIDITY VALUES VIA THE AG-150/GB-50ADA/GB-24 CENTRALIZED CONTROLLER'S LICENSED WEB BROWSER FUNCTIONS AND THE TG-2000 SOFTWARE. NOTIFICATION OF USER ADJUSTABLE HIGH AND LOW LEVEL ALARMS SHALL BE CAPABLE OF BEING EMAILED TO DISTRIBUTION LIST OR OUTPUTTED VIA A DIGITAL OUTPUT. THE Al 10 BOARD SHALL BE CAPABLE OF SETTING THE FOLLOWING PARAMETERS ON THE INDOOR UNIT ON/OFF, MODE, AND SET TEMPERATURE TO PREDEFINED SETTINGS BASED ON THE INPUT VALUE OF THE TEMPERATURE OR HUMIDITY. THE Al BOARD SHALL ALSO BE CAPABLE OF INTERLOCKING THE ON/OFF STATE OF A DIGITAL OUTPUT ON THE INPUT VALUE OF THE TEMPERATURE OR HUMIDITY. C. THROUGH THE USE OF ADDITIONAL INPUT/OUTPUT BOARD(S), THE CONTROL SYSTEM SHALL CONTROL THE OPERATION OF THE HRU-1, HRU-2 AND HRU-3. THE SYSTEM SHALL PROVIDE OCCUPIED AND UNOCCUPIED SCHEDULING AS WELL RELAYING TROUBLE SIGNALS FROM THE EQUIPMENT. 4.05 CENTRALIZED CONTROLLER A. AG-150 CENTRALIZED CONTROLLER IHL AG-15V VLIVTRALILEU 1ni01YTRVLLLR SHALL UL CAPADLL VF VVIVTRVLLIIVG A MAXIMUM OF UV INDOOR U14 10 ACROSS MULTIPLE CITY MULTI OUTDOOR UNITS. THE AG-150 CENTRALIZED CONTROLLER SHALL BE APPROXIMATELY 7-1/2"X12" IN SIZE AND SHALL BE POWERED FROM A POWER SUPPLY UNIT (PAC-SC5IKUA). THE AG-150 CENTRALIZED CONTROLLER SHALL SUPPORT OPERATION SUPERSEDING THAT OF THE REMOTE CONTROLLERS, SYSTEM CONFIGURATION, DAILY/WEEKLY SCHEDULING, MONITORING OF OPERATION STATUS, AND MALFUNCTION MONITORING. THE AG-150 CENTRALIZED CONTROLLER SHALL HAVE FIVE BASIC OPERATION CONTROLS WHICH CAN BE APPLIED TO AN INDIVIDUAL INDOOR UNIT, A GROUP OF INDOOR UNITS (UP TO 50 INDOOR UNITS), OR ALL INDOOR UNITS (COLLECTIVE BATCH OPERATION). THIS BASIC CONTROL SET OF OPERATION CONTROLS FOR THE AG-150 CENTRALIZED CONTROLLER SHALL INCLUDE ON/OFF, OPERATION MODE SELECTION (COOL, HEAT, AUTO (R2/WR2-SERIES ONLY), DRY, AND FAN), TEMPERATURE SETTING, FAN SPEED SETTING, AND AIRFLOW DIRECTION SETTING. SINCE THE AG-150 PROVIDES CENTRALIZED CONTROL IT SHALL BE ABLE TO ENABLE OR DISABLE OPERATION OF LOCAL REMOTE CONTROLLERS. IN TERMS OF SCHEDULING, THE AG-150 CENTRALIZED CONTROLLER SHALL ALLOW THE USER TO DEFINE BOTH DAILY AND WEEKLY SCHEDULES WITH OPERATIONS CONSISTING OF ON/OFF, MODE SELECTION, TEMPERATURE SETTING, VANE DIRECTION, FAN SPEED, AND PERMIT/PROHIBIT OF REMOTE CONTROLLERS. ALL AG-150 CENTRALIZED CONTROLLERS SHALL BE EQUIPPED WITH ONE RJ-45 ETHERNET PORT TO SUPPORT INTERCONNECTION WITH A NETWORK PC VIA A CLOSED/DIRECT LOCAL AREA NETWORK (LAN). THE AG-150 CENTRALIZED CONTROLLER SHALL BE CAPABLE OF PERFORMING INITIAL SETTINGS VIA THE 9" HIGH -RESOLUTION, BACKLIT, COLOR TOUCH PANEL ON THE CONTROLLER OR VIA A PC USING THE AG-150 CENTRALIZED CONTROLLER'S INITIAL SETTING BROWSER. OPTIONAL SOFTWARE FUNCTIONS SHALL BE AVAILABLE SO THAT THE BUILDING MANAGER CAN SECURELY LOG INTO EACH AG-150 VIA THE PC'S WEB BROWSER TO SUPPORT OPERATION MONITORING, SCHEDULING, ERROR EMAIL, PERSONAL BROWSER FOR PCS AND MACS, AND ONLINE MAINTENANCE DIAGNOSTICS. ADDITIONAL OPTIONAL SOFTWARE FUNCTIONS OF TENANT BILLING SHALL BE AVAILABLE BUT SHALL REQUIRE TG-2000 INTEGRATED SYSTEM SOFTWARE IN CONJUNCTION WITH AG-150 CENTRALIZED CONTROLLERS. 4.06 WEB -BASED USER INTERFACE LICENSES PER FUNCTION, PER AG-150/GB-50ADA/GB-24 SHALL BE REQUIRED. ALL PCS SHALL BE OWNER SUPPLIED. A. PC -MONITORING (SW-MON) THE CMCN SHALL BE CAPABLE OF MONITORING AND OPERATING ALL INDOOR UNITS FROM A NETWORKED PC'S WEB BROWSER FOR UP TO 50 UNITS PER AG-150/GB-50ADA AND UP TO 24 UNITS PER GB-24 CENTRALIZED CONTROLLER. B. PC SCHEDULING (SW-SCH) THE CMCN SHALL BE CAPABLE OF CREATING CUSTOMIZED DAILY, WEEKLY, AND ANNUAL SCHEDULES FROM A NETWORK PC'S WEB BROWSER FOR UP TO 50 UNITS PER AG-150/GB-50ADA AND UP TO 24 UNITS PER GB-24, SCHEDULES SHALL BE APPLIED TO A SINGLE INDOOR UNIT, A GROUP OF INDOOR UNITS, OR COLLECTIVELY (BATCH) TO ALL INDOOR UNITS CONTROLLED BY THE AG-150/GB-50ADA/GB-24. C.ONLINE ERROR EMAIL (SW -EMAIL) THE CMCN SHALL BE CAPABLE OF SENDING DETAILED ALERTS TO CUSTOMIZABLE DISTRIBUTION LISTS BASED ON USER DEFINED ERROR TYPES. D.ONLINE MAINTENANCE DIAGNOSTICS (SW-MAINT) THE CMCN SHALL BE CAPABLE OF PERFORMING MAINTENANCE DIAGNOSTICS VIA A NETWORK PC AND AG-150/GB-50ADA/GB-24 CENTRALIZED CONTROLLER USING MAINTENANCE TOOL SOFTWARE. 1JS01lCLU1C 40 Cold Spring Road Rocky Hill, CT 06057 T (860) 257 - 4900 F (860) 257 - 4899 `advent ARC CTURE T (203) 725.6335 D E S I G I:, 44 Northwest Drive 55 North Main Street Watertown, CT 06795 West Hartford, In Association\Vith: CT 06107 860-561-6210 Fax 880-561-8213 a KUEGLERASSOCVU S QUISENBERRYARCARI 51 repot St.. Suite 214, ARCHITECTS, LLC W one: (860 C45-6 95 www. a architects.com Phone: (860)945-6955 �I Fox: )860) 274-9540 T (860) 677-4594 F (860) 677-8534 318 Main Street IL Farmington, CT 06032 mommommosw �3��:szs,Eas3ypt of 1701 1- Sal st Description: MECHANICAL SPECIFICATIONS Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: GJG Sheet #: MECHANICAL PIPING MATERIAL SCHEDULE PIPING SYSTEM ABBREVIATION OPERATING TEMPERATURE (°F) OR PRESSURE (PSI) SERVICE PRESSURE (PSI) PIPE DIAMETER, NPS (INCH) PIPE MATERIAL \ SCHEDULE OR TYPE 1 SPECIFICATION JOINT MATERIAL \ TYPE \ SPECIFICATION COOLING COIL CONDENSATE C 55°F N/A 0.5 - 4.0 PVC\ 40 \ ASTM D 2665 PVC \ SOCKET SOLVENT CEMENT \ ASTM F 891 REFRIGERANT LL & VL 145OF -150°F 150 0.5 - 2.0 CPR-ACR \ \ ASTM B280 JWC 1 SOCKET BRAZED \ ASME B16.22 NOTES 1. VALVE JOINT TYPE INCLUDES OTHER VALVES AND ITEMS NOT SHOWN IN SCHEDULE (I.E. STRAINERS, BALANCING 2. DRAWINGS MAY INDICATE DIFFERENT VALVE TYPE. VALVE TYPE SHALL BE AS SHOWN ON DRAWINGS UNLESS VALVES) OTHERWISE INDICATED. PIPE MATERIAL SCHEDULE CPR-ACR COPPER AIR-CONDITIONING REFRIGERATION PVC JPOLYVINYLCHLORIDE JOINT MATERIAL SCHEDULE PVC POLYVINYLCHLORIDE WC 1WROUGHT COPPER MECHANICAL PIPE SUPPORT SCHEDULE, NOTE 1 PIPE IVIAI ERIAL \ ShiHEDULC OR 1 Y PC \ SPECIFICAT ION PIPE SIZE (11V) MAX. HORIZONTAL SUPPVR I SPACING (FT) MIN. HORIZONTAL HANGER ROD SIZE DIAMETER (IN) MAX. VERTICAL SUPPVR l SPACING (FT) CPR-ACR \ \ ASTM B280 <0.5 4 1/4 10 CPR-ACR \ \ ASTM B280 0.50 4 3/8 10 CPR-ACR \ \ ASTM B280 0.75 5 3/8 10 CPR-ACR \ \ ASTM B280 1.00 6 3/8 10 CPR-ACR \ \ ASTM B280 1.25 6 3/8 10 CPR-ACR \ \ ASTM 8280 1.50 9 3/8 10 CPR-ACR \ \ ASTM B280 2.00 10 3/8 10 CPR-ACR \ \ ASTM B280 2.60 10 1/2 10 PVC\ 40 \ ASTM D 2665 0.50 3 3/8 10, NOTE 3 PVC\40 \ASTM D 2665 0.76 3 318 10, NOTE 3 PVC\ 40 \ ASTM D 2665 1.00 3 3/8 10, NOTE 3 PVC\40 \ASTM D 2665 1.25 4 3/8 10, NOTE 3 PVC\ 40 \ ASTM D 2665 1.50 4 3/8 10, NOTE 3 PVC\ 40 \ ASTM D 2665 2.00 4 3/8 10, NOTE 3 NOTES: 1. PIPE SUPPORTS BASED ON STRAIGHT RUNS WITH NO VALVES. PROVIDE ADDITIONAL SUPPVR T S AS REQUIRED. 2. ROD MATERIAL BASED ON STEEL ROLLED THREADS, S=9.5 KSI. 3. MID STORY GUIDE REQUIRED. - I PIPE MATERIAL SCHEDULE CPR-ACR ICOPPER AIR-CONDITIONING REFRIGERATION i PVC JPOLYVINYLCHLORIDE DUCTWORK CONSTRUCTION SCHEDULE, NOTE 1 DUCTWORK SYSTEM DUCTWORK MATERIAL PRESSURE CLASS (1YVG), NV T C 2 SEAL CLASS, IVV I E 3 SUPPLY, NOTE 4 GALVANIZED STEEL +2 A RETURN, NOTE 4 GALVANIZED STEEL -2 A GENERAL EXHAUST POSITIVE PRESSURE GALVANIZED STEEL +1 B GENERAL EXHAUST NEGATIVE PRESSURE GALVANIZED STEEL -1 B VENTILATION POSITIVE PRESSURE IGALVANIZED STEEL +1 1B VENTILATION NEGATIVE PRESSURE 1GALVANIZED STEEL -1 1B NOTES: 1. ALL DUCTWORK SHALL 8E CONSTRUCTED IN AC ORDANCE WI SMACNA 2005 H HE _ HVAC DUCT CONSTRUCTION STANDARDS". 2. PRESSURE CLASSIFICATIONS ARE BASED ON SMACNA2005 "HVAC DUCT CONSTRUCTION STANDARDS". 3. SEAL CLASS A: SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS & DUCT WALL _ PENETRATIONS. SEAL CLASS B: SEAL ALL TRANSVERSE JOINTS & LONGITUDINAL SEAMS 4. INTERNALLY INSULATE 10 FEET OF SUPPLY AND RETURN DUCTWORK FROM UNITS. MECHANICAL PIPING & EQUIPMENT INSULATION SCHEDULE PIPING SYSTEM, NOTE 1 LOCATION PIPING TEMP. ('F) INSULATION THICKNESS BASED ON PIPE DIAMETER (IN), NOTE 2 INSULATION MATERIAL, NOTE 3 K-FACTOR AT A 75°F MEAN TEMP. JACKET TYPE, NOTE 3 FITTING COVER TYPE PRODUCT, NOTE 4 MANUFACT- URER, NOTE 4 RUNOUTS <2 <=1 1.25 - 2.0 2.5 - 4.0 5 & 6 >=8 COOLING COIL CONDENSATE INTERIOR 55 0.5 0.5 0.5 0.5 0.5 0.5 INORGANIC FIBERGLASS 0.23 ASJ+ PVC EARTHWOOL 10000 KNAUF REFRIGERANT VAPOR INTERIOR 45 0.5 1.0 1.0 1.0 1.0 1.0 CLOSED CELL ELASTOMERIC FOAM 0.25 N/A N/A AP ARMAFLEX ARMACELL REFRIGERANT VAPOR EXTERIOR 45 1.0 1.0 1.5 1.6 1.5 1.5 CLOSED CELL ELASTOMERIC FOAM 0.25 N/A N/A AP ARMAFLEX ARMACELL NOTES: 1. SEE PIPING SCHEDULE FOR PIPING TYPES. 2. MAXIMUM RUNOUT LENGTH SHALL BE 12 FEET IN LENGTH. 3. INSULATION AND JACKET SHALL HAVE A MAXIMUM FLAME SPREADOF 25 & 4. OR EQUAL MANUFACTURERS ARE ACCEPTABLE. DEVELOPMENT OF 50 PER ASTM E 84� DUCTWORK INSULATION SCHEDULE DUCT SYSTEM LOCATION DUCT TEMP. (°F) INSULATION MATERIAL, NOTE 3 INSULATION DENSITY (LB/CF) INSULATION THICKNESS (IN), NOTE 1 K FACTOR AT A 75°F MEAN TEMP. (BTU-IN/HR-ST-F) MIN. INSTALLED R-VALUE (H-FTA2/BTU JACKET TYPE, NOTE 3 PRODUCT, NOTE 2 MANUFACTURER, NOTE 2 HEATING & COOLING SUPPLY INDIRECTLY CONDITIONED SPACE 55 TO 110 INORGANIC FIBERGLASS BLANKET 0.75 2 0.29 5.6 FSK FRIENDLY FEEL DUCT WRAP IWITH ECOSE TECHNOLOGY KNAUF HEATING & COOLING RETURN I INDIRECTLY CONDITIONED SPACE III TO 74 1 NOT REQUIRED NiA N/A N!A NIA N/A N/A N/A VENTILATION 1EXTERIOR 155 TO 110 INORGANIC FIBERGLASS BOARD 13 19 0.23 187 IN II IMINUM NOTE 4 1INS111 ATION BOARD WITH ECOSE TECHNOLOGY 1KNA11F VENTILATION INDIRECTLY CONDITIONED SPACE 0 TO 95 INORGANIC FIBERGLASS BLANKET 0.75 2 0.29 I I 5.6 FSK I FRIENDLY FEEL DUCT WRAP WITH ECOSE TECHNOLOGY KNAUF FYWAI IICT EXTERIOR IRrTO 11n v ImCRGAmIn FIBERGLASS BOARD 4 v 2 n �4 v Lv Q 7 V I Al I IAAIAII IhA NOT v >1 1MIZI II ATIONI 00ADn IAnTW ECOSE TECHNOLOGYr„ " llAIAI IG I"Y^V1 EXHAUST INDIRECTLY CONDITIONED SPACE 60 TO74 NOT REQUIRED I N/A N/A N/A N/A NIA N/A NIA DUCTWORK LINER, NOTE 5 INDIRECTLY CONDITIONED SPACE 55 TO 110 INORGANIC FLEXIBLE FIBERGLASS MAT- FACED INSULATION 1.5 1 0.24 4.2 N/A SONIC XP DUCT LINER WITH ECOSE TECHNOLOGY KNAUF NOTES: 1. THICKNESS IS BASED ON LABEL. 2. OR EQUAL MANUFACTURERS ARE ACCEPTABLE. 3. INSULATION AND JACKET SHALL HAVE A MAXIMUM FLAME SPREAD OF 25 & SMOKE DEVELOPMENT OF 50 PER ASTM E 84. 4. ALUMINUM JACKET: 0.016-INCH (0.406 MM) THICK IN SMOOTH, CORRUGATED, OR EMBOSSED FINISH WITH FACTORY APPLIED MOISTURE BARRIER. OVERLAP SHALL BE 2-INCH (50 MM) MINIMUM. 5. PROVIDE AS INDICATED ON DRAWINGS, SPECIFICATIONS OR OTHER SCHEDULES. LINED DUCTWORK DOES NOT NEED TO BE INSULATED. EXTERIOR DUCTWORK NEEDS TO BE SEALED WEATHER TIGHT. REGISTER, GRILLE, AND DIFFUSER SCHEDULE DESIGNATION DESCRIPTION LOCATION FRAME STYLE NECK SIZE (IN), NOTE 1 FACE SIZE (IN) MAXIMUM AIR FLOW (CFM) TEMP. DIFF. (°F), NOTE 2 I THROW 150 FPM (FT) 1 THROW 100 I FPM (FT) THROW50 FPM (FT) MAX NC STATIC PRESS. DROP (IWG) ACCESSORIES COLOR I MODEL, INOTE3 IMANUFACTURER, INOTE3 SUPPLY SLF4P-6X6 STEEL 4-WAY LOUVERED FACE DIRECTION DIFFUSER CEILING LAY -IN TEE BAR PANEL 6 x 6 12X12 110 -15 5 8 13 <15 0.066 BALANCING DAMPER WHITE SMD PRICE SLF4P-9X9 STEEL 4-WAY LOUVERED FACE DIRECTION DIFFUSER CEILING LAY -IN TEE BAR PANEL 9 x 9 15X15 310 -15 9 13 19 24 0.105 BALANCING DAMPER WHITE SMD PRICE SLF4P-12X12 STEEL 4-WAY LOUVERED FACE DIRECTION DIFFUSER CEILING LAY -IN TEE BAR PANEL 12 x 12 18X18 500 -15 11 14 20 24 0.086 BALANCING DAMPER WHITE SMD PRICE SLF4S-9X9 STEEL 4-WAY LOUVERED FACE DIRECTION DIFFUSER CEILING SURFACE MOUNT 9 x 9 15X15 310 -15 9 13 J 19 24 0.105 BALANCING DAMPER WHITE SMD PRICE SLFSW-6x6 STEEL SINGLE DEFLECTION WALL WALL 6x6 8x8 125 -15 1 9 1 13 1 19 16 0.03 1BALANCE DAMPER WHITE 510 PRICE RETURN RPF24T-6 ISTEEL PERFORATED FACE ICEILING I LAY -IN TEE BAR 1 6 24 x 24 110 0 - - - <15 1 -0.053 1BALANCING DAMPER 1WHITE 1PDDR 1PRICE RPF24T-8 STEEL PERFORATED FACE CEILING LAY -IN TEE BAR 8 24 x 24 230 0 - - - <15 -0.073 BALANCING DAMPER WHITE PDDR PRICE RPF24T-10 STEEL PERFORATED FACE CEILING LAY -IN TEE BAR 10 24 x 24 400 0 - - <15 -0.091 BALANCING DAMPER WHITE PDDR PRICE RPF24T-12 STEEL PERFORATED FACE CEILING LAY -IN TEE BAR 12 24 x 24 650 0 - - <15 -0.116 BALANCING DAMPER WHITE PDDR PRICE RPF24T-14 STEEL PERFORATED FACE CEILING LAY -IN TEE BAR 14 24 x 24 1000 0 - 19 -0.148 BALANCING DAMPER WHITE PDDR PRICE RPF24S_1n .RTFFI PFPFnPATFD FAC;F ('.FILING R11PFArF MCILINT 1n 24 x 24 400 0 - - - <15 _n n01 RAI ANrm,. nAMPFP WHITE PnnR PRIPF RLFSW 8x6 STEEL 0° DEFLECTION WALL 1 WALL 8x6 10x8 130 0 - - <15 1 -0.035 BALANCING DAMPER 1AN I 510Z PRICE EXHAUST EPF24T-6 STEEL PERFORATED FACE CEILING LAY -IN TEE BAR 6 24 x 24 110 0 - - - <15 -0.053 BALANCING DAMPER WHITE PDDR PRICE EPF24T-8 STEEL PERFORATED FACE CEILING LAY -IN TEE BAR 8 24 x 24 230 0 - - - <15 -0.073 BALANCING DAMPER WHITE PDDR PRICE EPF24T-10 STEEL PERFORATED FACE CEILING LAY -IN TEE BAR 10 24 x 24 400 0 - - - <15 -0.091 BALANCING DAMPER WHITE PDDR PRICE EPF24T-12 STEEL PERFORATED FACE CEILING LAY -IN TEE BAR 12 24 x 24 650 0 - - <15 -0.116 BALANCING DAMPER WHITE PDDR PRICE NOTES: 1. SINGLE NUMBER INDICATES ROUND CONNECTION. 2. TEMPERATURE DIFFERENTIAL IS THE TEMPERATURE DIFFERENCE BETWEEN SUPPLY AIR AND ROOMAIR. NEGATIVE NUMBER INDICATES COOLING MODE. DIFFUSER THROWS ARE BASED ON THIS NUMBER. 3. OR EQUAL MODELS AND MANUFACTURERS ARE ACCEPTABLE. I HEAT RECOVERY UNIT SCHEDULE DESIGNATION HRU-1 HRU-2 HRU-2 LOCATION ROOF ROOF ROOF SERVICE SOUTH PORTION OF THE BUILDING NORTH EAST PORTION OF THE BUILDING NORTH WEST PORTION OF THE BUILDING DESCRIPTION SENSIBLE AND LATENT HEAT ENERGY RECOVERY ROOF TOP UNIT SENSIBLE AND LATENT HEAT ENERGY RECOVERY ROOF TOP UNIT SENSIBLE AND LATENT HEAT ENERGY RECOVERY ROOF TOP UNIT EXHAUST AIR FLOW RATE (CFM) 631 969 991 EXHAUST EXTERNAL STATIC PRESS. (IWG) 1.00 1.00 1.00 EXHAUST FAN MOTOR BHP 0.157 0.492 0.468 EXHAUST FAN MOTOR HP 0.33 0.50 0.50 OUTSIDE AIR FLOW (CFM) 631 969 941 OUTSIDE EXTERNAL STATIC PRESS. (IWG) 1.00 1.00 1.00 OUTSIDE FAN MOTOR BHP 0.16 0.519 0.502 OUTSIDE FAN MOTOR HP 0.33 0.75 0.75 WHEEL EFFICIENCY (ono) 77.2 81.7 82.1 OUTSIDE FILTERS / EXHAUST FILTERS PROVIDE MERV 8 PROVIDE MERV 8 PROVIDE MERV 8 ACCESSORIES ROOF CURB, INSULATED LOW LEAKAGE EXHAUST AND OUTDOOR AIR DAMPERS, TIMED EXHAUST FROST CONTROL, DOUBLE WALL CONSTRUCTION ROOF CURB, INSULATED LOW LEAKAGE EXHAUST AND OUTDOOR AIR DAMPERS, MODULATING WHEEL FROST CONTROL, DOUBLE WALL CONSTRUCTION, HINGED ACCESS DOORS ROOF CURB, INSULATED LOW LEAKAGE EXHAUST AND OUTDOOR AIR DAMPERS, MODULATING WHEEL FROST CONTROL, DOUBLE WALL CONSTRUCTION, HINGED ACCESS DOORS LOCAL ELECTRICAL DISCONNECT PROVIDE PROVIDE PROVIDE ELECTRICAL (V/PH/HZ) 208/1/60 208/31'60 208/3/60 ELECTRICAL MCA (AMPS) 9.7 8.3 8.3 ELECTRICAL MOCP (AMPS) 15 15 15 WEIGHT (LBS) 340 860 860 MOD EL ERV-251 S-20 D ERV-361 S-15-D ERV-361 S-15- D 1-yA1IlUFA�T:,IREP ,GREE":HECK ,GREENHECK IGREEIJHECK I CONTROL UNIT SCHEDULE DESIGNATION CU-1 A CU-1 B CU-2 CU-3 LOCATION ROOF ROOF ROOF ROOF SERVICE FIRST FLOOR FAN COILS FIRST FLOOR FAN COILS SECOND FLOOR FAN COILS THIRD FLOOR FAN COILS nr!C1/1nInT1/1A1 L/LJVr%Ir 1 IVIN r)=r)Inf7r-SA#IT nnPdTnf%1 RF_Fr%1UCrV'VN I IiVIV I MUL UNIT nCCilIr1 MAA1T xll�AMMr l rNL:F MIUCMMIN 1 UVIN 1 KVL UNIT MI) 1r MI^I-n AAIT ^^ILMM1 f KCr_MIu1:MAIN 1 UVIN 1 MUL UNIT MI-1-1-11 �i-MA11T ^^kfTnl l KCr-KUCr'MIN I I,VIN I MUL UNIT REFRIGERANT TYPE R-410A R-410A R-410A R-410A LOCAL ELECTRICAL DISCONNECT PROVIDE PROVIDE PROVIDE PROVIDE ELECTRICAL (V/PH/HZ) 208/1/60 208/1/60 208/1/60 208/1/60 ELECTRICAL MCA (AMPS) 1.65 0.4 1.65 1.65 ELECTRICAL MOCP (AMPS) 15 15 15 15 WEIGHT (LBS) 172 62 172 172 MODEL CMB-P1016NU-HA CMB P104NU-GB CMB-P1016NU-HA CMB-P1016NU-HA MANUFACTURER MITSUBISHI ELECTRIC I MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC HEAT PUMP UNIT SCHEDULE DESIGNATION HP-1 HP-2 HP-3 LOCATION ROOF ROOF ROOF SERVICE FIRST FLOOR FAN COILS SECOND FLOOR FAN COILS THIRD FLOOR FAN COILS DESCRIPTION INVERTER DRIVEN HEAT PUMP INVERTER DRIVEN HEAT PUMP INVERTER DRIVEN HEAT PUMP REFRIGERANT TYPE R-410A R-410A R-410A COOLING CONDENSER EAT, DB (°F) 95 95 95 GROSS COOLING CAP (MBH) 168,000 216,000 192,000 MIN. EER, ARI STANDARD CONDITIONS 11.1 10.9 11.2 MIN. IEER, ARI STANDARD CONDITIONS 15.6 14.5 15 HEATING EAT DB (°F) 47 47 2/16/1900 GROSS HEATING CAPACITY (MBH) 188,000 243,000 215,000 VAPOR LINE SIZE (IN) 1-1/8 1-1/8 1-1/8 LIQUID LINE SIZE (IN) 7/8 1-1/8 718 LOWAMBIENT CONTROL PROVIDE PROVIDE PROVIDE LOCAL ELECTRICAL DISCONNECT PROVIDE (2) DISCONNECTS PROVIDE (2) DISCONNECTS PROVIDE (2) DISCONNECTS ELECTRICAL (V/PH/HZ) 460/3/60 460/3/60 460/3/60 ELECTRICAL MCA (AMPS) 13116 16 / 23 16 / 16 ELECTRICAL MOCP (AMPS) 15125 25 / 30 25 / 25 WEIGHT (LBS) 1170 1346 1236 MODEL PURY-Pl68YSJMU-A PURY-P216YSJMU-A PURY-P192YSJMU-A MANUFACTURER MITSUBISHI ELECTRIC IMITSUBISHI ELECTRIC MITSUBISHI ELECTRIC DUCTLESS SPLIT SYSTEM SCHEDULE INDOOR UNIT DESIGNATION FC-1 LOCATION NETWORK RM 316 CEILING SERVICE NETWORK RM 316 DESCRIPTION CEILING CASSETTE FAN COIL SUPPLY AIR FLOW (CFM) 740 VENTILATION AIR FLOW (CFM) 20 COOLING CAPACITY RANGE (BTUMR) 12,000 - 30,000 HEATING CAPACITY RANGE (BTU/HR) 12,000 - 34,000, NOTE 1 LIQUID LINED SIZE (IN) 3/8 VAPOR LINE SIZE 5/8 CONDENSATE CONNECTION SIZE (IN) 1 THERMOSTAT PROVIDE WALL MOUNT TYPE ACCESSORIES CONDENSATE OVERFLOW SWITCH LOCAL ELECTRICAL DISCONNECT PROVIDE ELECTRICAL (V/PH/HZ) 208/1/60 ELECTRICAL MCA (AMPS) 1 ELECTRICAL MOCP (AMPS) 15 WEIGHT (LBS) 51 MODEL PLA-A30BA4 OUTDOOR UNIT DESIGNATION H P-4 LOCATION ROOF SERVICE FC-1 DESCRIPTION INVERTER DRIVEN HEAT PUMP COOLING CAPACITY RANGE (BTUMR) 12,000 - 30,000 HEATING CAPACITY RANGE (BTU/HR) 12,000 - 34,000, NOTE 1 ACCESSORIES LOW AMBIENT CONTROLS LwAL CLEC I RICAL DISCVIVIVIEC i PROVIDE ELECTRICAL (V/PH/HZ) 208/1/60 ELECTRICAL MCA (AMPS) 25 ELECTRICAL MOCP (AMPS) 30 WEIGHT (LBS) 165 MODEL PUZ-A30NHA4 MANUFACTURER MITSUBISHI ELECTRIC NOTES: 1. BASED ON AN OUTDOOR AIR TEMPERATURE OF 47°F. ELECTRIC WALL HEATER SCHEDULE DESIGNATION R1 LOCATION FLOOR SERVICE MEN & WOMEN TOILETS DESCRIPTION ELECTRIC WALL HEATER HEATER OUTPUT( 1500 ACCESSORIES INTEGRAL THERMOSTAT LOCAL ELECTRICAL DISCONNECT PROVIDE ELECTRICAL(V/PH/HZ) 208/1/60 WEIGHT (LBS) 22 MODEL AS81`615 MANUFACTURER DIMPLEX EXHAUST FAN SCHEDULE DESIGNATION EF-1 EF-2 EF-3 EF-4 EF-5 LOCATION 1 ST FLOOR ELECT. RM. 2ND FLOOR ELECT. RM. 3RD FLOOR ELECT. RM. CEILING CEILING SERVICE 1ST FLOOR ELECT. RM. 2ND FLOOR ELECT. RM. 3RD FLOOR ELECT. RM. MEN'S ROOM WOMEN'S ROOM DESCRIPTION CEILING CABINET FAN CEILING CABINET FAN CEILING CABINET FAN INLINE FAN INLINE FAN AIR FLOW CFM 250 250 250 300 300 EXT. STATIC PRESS. (IWG) 0.250 0.250 0.250 0.500 0.500 AMCA SOUND RATING (SON ES) 3.4 3.4 3.4 2.7 2.7 FAN RPM 1050 1050 1050 1000 1000 FAN MOTOR WATTS 0.72 0.72 0.72 139 139 BACK DRAFT DAMPER PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE ACCESSORIES ROOF CAP ROOF CAP ROOF CAP HOODED WALL CAP HOODED WALL CAP LOCAL ELECTRICAL DISCONNECT PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE ELECTRICAL V/PHMZ) 120/1/60 120/1/60 12011/60 120/1/60 120/1/60 WEIGHT (LBS) 24 24 24 36 36 MODEL SP-A290 SP-A290 SP-A290 CSP-A410 CSP-A410 MANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257- 4900 F (860) 257 - 4899 advent D E S I G N 55 North Matn StrW Woet Hartford, CT 05107 800-561-0210 Fax M-561-6213 r#T1 C4; KUEGLERASS0CIATES 51 Depot St., Suite 214, Watertown, CT06795 Phone: (960) 945.6955 Fox: (860)274-9540 T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: 11 6E4*A_TT QUISENBERRY ARCARI ARCHITECTS, LLC www.ga-awhitects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 itt-4 V CIS �i O O A o �I t_ V MCI I_ 44 f E - o L �7 d' e-1 Description: MECHANICAL SCHEDULES Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: GJG Sheet #: FIRST FLOOR FAN COIL UNIT SCHEDULE DESIGNATION Z1-1 Z1-2 Z1-3 Z1-4 Z1-5 Z1-6A Z1-613 Z1-7 Z1-8 Z1-9 Z1-10 Z1-11 Z1-12 Z1-13 Z1-14 Z1-15 Z1-16 Z1-17 LOCATION CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING DESCRIPTION CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL SUPPLY AIR FLOW (CEM) 300 215 300 300 125 670 670 125 185 670 120 50 180 600 100 215 265 300 VENTILATION AIR FLOW (CEM) 10 12 14 28 32 81 81 59 22 116 18 6 14 83 12 15 23 26 PRIMARY COIL TYPE (HEATING & COOLING) DX DX DX DX DX DX DX DX DX DX DX DX DX DX DX DX DX DX PRIMARY COIL COOLING LAT. (MBH) 0.30 0.20 0.30 0.70 0.80 1.95 1.95 0.90 0.50 2.60 0.50 0.20 0.30 2.20 0.20 0.40 0.50 0.70 PRIMARY COIL COOLING SENS, (MBH) 6.60 1.90 5.00 5.50 2.50 17.00 17.00 2.60 3.50 17.00 2.30 0.90 3.10 13.00 1.90 4.10 4.80 6.90 PRIMARY COIL COOLING TOTAL (MBH) 6.90 2.10 5.30 6.20 3.30 18.95 18.95 3.50 4.00 19.60 2.80 1.10 3.40 15.20 2.10 4.50 5.30 7.60 PRIMARY COIL COOLING TOTAL CAPACITY (MBH) 8.00 6.00 8.00 6.00 6.00 24.00 24.00 6.00 6.00 24.00 6.00 6.00 6.00 18.00 6.00 6.00 8.00 8.00 PRIMARY COIL HEATING LOAD (MBH) 6.10 0.30 6.00 2.70 0.70 10.40 10.40 1.30 0.50 11.80 0.40 0.10 5.00 13.90 0.30 6.00 2.90 8.80 PRIMARY COIL HEATING CAPACITY (MBH). 47-F 9.00 6.70 9.00 6.70 6.70 27.00 27.00 6.70 6.70 27.00 6.70 6.70 6.70 20.00 6.70 6.70 9.00 9.00 PRIMARY COIL HEATING CAPACITY (MBH), 0 1 5.40 4.02 5.40 4.02 4.02 16.20 16.20 4.02 4.02 16.20 4.02 4.02 4.02 12.00 4.02 4.02 5.40 5.40 AUXILIARY HEATING COIL LOAD (MBH) 0.70 NA 0.60 NA NA NA NA NA NA NA NA NA 0.98 1.90 NA 1.98 NA 3.40 AUXILIARY HEATING COIL LOAD (KW) 0.21 NA 0.18 NA NA NA NA NA NA NA NA NA 0.29 0.56 NA 0.58 NA 1.00 AUXILIARY HEATING COIL TYPE, NOTE 1 EXTERNAL DUCT MOUNTED ELECTRIC N/A EXTERNAL DUCT MOUNTED ELECTRIC N/A N/A N/A N/A N/A N/A N/A N/A N/A EXTERNAL DUCT MOUNTED ELECTRIC EXTERNAL DUCT MOUNTED ELECTRIC N/A EXTERNAL DUCT MOUNTED ELECTRIC N/A EXTERNAL DUCT MOUNTED ELECTRIC AUXILIARY HEATING COIL CAPACITY (KW) 1.00 NA 1.00 NA NA NA NA NA NA NA NA NA 1.00 1.00 NA 1.00 NA 1.00 AUXILIARY HEATING COIL JHZ) 277 1 60 N/A 277 1 60 N/A N/A N/A N/A N/A N/A N/A N/A N A 277 1 60 277 1 60 N/A 277 1 60 N/A 277 1 60 AIR FILTER PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE ACCESSORIES OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR LOCAL ELECTRICAL DISCONNECT PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE ELECTRICAL (VIPHIHZ) 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 ELECTRI 1.05 1.05 1.05 1.05 1.05 2.24 2.24 1.05 1.05 2.24 1.05 1.05 1.05 1.56 1.05 1.05 1.05 1.05 WEIGHT (LBS) 51 51 51 51 51 71 71 51 51 71 51 51 51 58 51 51 51 51 MODEL PEFY-P08NMAU-E PEFY-PO6NMAU-E PEFY-PO8NMAU-E PEFY-P06NMAU-E PEFY-P06NMAU-E PEFY-P24NMAU-E PEFY-P24NMAU-E I PEFY-P06NMAU-E PEFY-P06NMAU-E PEFY-P24NMAU-E PEFY-P06NMAU-E PEFY-P06NMAU-E PEFY-PO6NMAU-E PEFY-P18NMAU-E PEFY-P06NMAU-E PEFY-P06NMAU-E PEFY-PO8NMAU-E PEFY-PO8NMAU-E MANUFACTURER MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC I MITSUBISHI ELECTRIC i MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC SECOND FLOOR FAN COIL UNIT SCHEDULE DESIGNATION Z2-1 Z2-2 Z2-3 Z2-4 Z2-5 Z2-6A Z2-613 Z2-7 Z2-8 Z2-9 Z2-10 Z2-11 Z2-12 Z2-13 Z2-14 LOCATION CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING DESCRIPTION CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL SUPPLY AIR FLOW (CEM) 115 135 670 670 740 745 740 370 270 370 210 150 250 370 670 22 12 114 150 110 141 142 35 23 51 12 13 61 37 98 PRIMARY TING & COOLING) DX DX DX DX DX DX DX DX DX DX DX DX DX DX DX PRIMARY COIL COOL6G LAT. (MBH) 0.90 0.30 1.90 3.20 3.50 4.55 4.55 0.70 0.70 1.80 0.40 0.50 0.80 1.10 3.10 PRIMARY COIL COOLING SENS, (MBH) 2.20 2.40 16.90 26.60 24.20 20.75 20.75 5.00 5.00 9.30 3.60 2.60 4.50 7.70 18.30 PRIMARY COIL COOLING L (MBH) 3.10 2.70 18.80 29.80 27.70 25.30 25.30 5.70 5.70 11.10 4.00 3.10 5.30 8.80 21.40 PRIMARY COIL COOLING TOTAL CAPACITY (MBH) 6.00 6.00 24.00 36.00 36.00 27.00 27.00 12.00 6.00 12.00 6.00 6.00 6.00 12.00 24.00 PRIMARY COIL HEATING LOAD (MBH) 1.70 2.60 8.90 8.10 16.80 3.15 3.15 7.10 3.40 8.10 5.10 2.90 4.50 8.60 9.30 PRIMARY COIL HEATING 47'F 6.70 6.70 27.00 40.00 34.00 30.00 30.00 13.50 6.70 13.50 6.70 6.70 6.70 13.50 27.00 PRIMARY COIL HEATING CAPACITY �.MBH)70 1 4.02 4.02 16.20 24.00 20.40 18.00 18.00 8.10 4.02 8.10 4.02 4.02 4.02 8.10 16.20 AUXILIARY HEATING COIL LOAD (MBH) NA NA NA NA NA NA NA NA NA NA 1.08 NA 0.48 0.50 NA AUXILIARY HEATING COIL WAD (KW) NA NA NA NA NA NA NA NA NA NA 0.32 NA 0.14 0.15 NA AUXILIARY HEATING COIL TYPE, NOTE 1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A EXTERNAL DUCT MOUNTED ELECTRIC N/A EXTERNAL DUCT MOUNTED ELECTRIC EXTERNAL DUCT MOUNTED ELECTRIC N/A AUX. HEATING COIL CAPACITY (KW) NA NA NA NA NA NA NA NA NA NA 1.00 NA 1.00 1.00 NA AUXILIARY HEATING COIL LEQIBIQ (YIPHIHZ) NA NA NA NA NA NA NA NA NA NA 277160 NA 277160 277160 NA FILTER TYPE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE ACCESSORIES OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR LOCAL ELECTRICAL DISCONNECT PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE ELECTRICAL (YIPHIHZ) 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 ELECTRICAL MCA �MPS) 1.05 1.05 2.24 3.32 2.49 2.48 2.48 1.2 1.05 1.2 1.05 1.05 1.05 1.2 2.24 WEIGHT (LBS) 51 51 71 93 71 71 71 51 51 51 51 51 51 51 71 MODEL PEFY-P06NMAU-E I PEFY-P06NMAU-E PEFY-P24NMAU-E PEFY-P36NMAU-E PEFY-P30NMAU-E PEFY-P27NMAU-E I PEFY-P27NMAU-E I PEFY-P12NMAU-E PEFY-P06NMAU-E PEFY-P12NMAU-E PEFY-P06NMAU-E PEFY-P06NMAU-E PEFY-P06NMAU-E PEFY-P12NMAU-E PEFY-P24NMAU-E MANUFACTURER MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC THIRD FLOOR FAN COIL UNIT SCHEDULE DESIGNATION Z3-1 Z3-2 Z3-3 Z3-4 Z3-5 Z3-6 Z3-7 Z3-8 Z3-9 Z3-10 Z3-11 Z3-12 LOCATION CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING CEILING DESCRIPTION CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL CONCEALED DUCTED HORIZONTAL FAN COIL SUPPLY AIR FLOW (CEM) 170 370 215 250 600 740 1165 740 370 600 1670 175 VENTILATION AIR FLOW (CEM) 20 29 13 36 139 93 194 123 75 60 1 71 14 PRIMARY COIL TYPE (HEATING & COOLING) DX DX DX DX DX DX DX DX DX DX !DX DX PRIMARY COIL COOLING (M9H) 0.70 0.80 0.40 1.00 2.10 2.70 5.80 3.40 1.00 1.80 1.80 0.40 , PRIMARY COIL COOLING SENS, (MBH) 3.10 8.10 3.60 4.70 14.70 22.30 30.00 25.50 8.50 13.10 16.00 3.10 PRIMARY COIL COOLING 3.80 8.90 4.00 5.70 16.80 25.00 35.80 28.90 9.50 14.90 17.80 3.50 PRIMARY COIL COOLING TOTAL 6APA61TY (MQH) 6.00 12.00 6.00 8.00 18.00 30.00 36.00 30.00 12,00 18.00 24.00 6.00 3.10 9.90 2.30 2.00 9.10 16.20 10.90 15.90 9.30 14.30 13.30 3.20 PRIMARY COIL HEATING CAPACITY (MBH). 47-F 6.70 13.50 6.70 9.00 20.00 34.00 40.00 34.00 13.50 20.00 27.00 6.70 PRIMARY COIL HEATING CAPACITY (MBH). 0 1 4.02 8.10 4.02 5.40 12.00 20.40 24.00 20.40 8.10 12.00 16.20 4.02 AUXILIARY HEATING COIL LOAD (MBH) NA 1.80 NA NA NA NA NA NA 1.20 2.30 NA NA AUXILIARY HEUNG COIL LOAD (KW)NA 0.53 NA NA NA NA NA NA 0.35 0,67 NA NA AUXILIARY HEATING COIL TYPE, NOTE 1 N/A EXTERNAL DUCT MOUNTED ELECTRIC N/A N/A N/A N/A N/A N/A EXTERNAL DUCT MOUNTED ELECTRIC EXTERNAL DUCT MOUNTED ELECTRIC N/A N/A AUX. HEATING COIL CAPACITY (IN NA 1.00 NA NA NA NA NA NA 1.00 1.00 NA NA AUXILIARY HEATING COIL ELECTRIC (YJPH.JHZ)N A 277 1 60 N/A N/A N/A N/A N/A N/A 277 1 60 277 1 60 N/A N/A FILTER TYPE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE ACCESSORIES OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR OVERFLOW DRAIN SENSOR LOCAL ELECTRICAL DISCONNECT PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE ELECTRICAL (YJPH.JHZ) 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 208 1 60 ELECTRI 1.05 1.2 1.05 1.05 1.56 2.49 3.32 2.49 1.2 1.56 2.24 1.05 WEIGHT (LBS) 51 51 51 51 58 71 93 71 51 58 71 51 MODEL PEFY-P06NMAU-E PEFY-P12NMAU-E PEFY-P06NMAU-E PEFY-P08NMAU-E PEFY-P18NMAU-E PEFY-P30NMAU-E PEFY-P36NMAU-E PEFY-P30NMAU-E PEFY-P12NMAU-E PEFY-P18NMAU-E PEFY-P24NMAU-E PEFY-P06NMAU-E MANUFACTURER MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC MITSUBISHI ELECTRIC NOTES: 1. HEATER SHALL BE SUPPLIED WITH SEPARATE DISCONNECT SWITCH AND CONTROL TO ACCEPT SIGNAL TO ACTIVATE FROM FAN COIL UNIT CONTROLLER. ?)solidu- 40 Cold Spring Road Rocky Hill, CT 06067 ZICTUREadvent T (860) 257 - 4900 F (860) 257 - 4899 AR T (203) 725-6335 L 'D i v 44 Northwest Drive 55 North Main Street Watertown, CT 06795 Weet Hartford, CT 05107 In Association With: 880-581-8210 Fax 880-581-8213 , KUEGLERASSOCKES QUISENBERRYARCARI ARCHITECTS, LLC 51 repot St., Suite 214, Wcto:(80C45.695 Phone: (860(945�6955 www. aarchitects.com 'I - Fox: (860( 2749540 T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 Description: MECHANICAL SCHEDULES Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: GJG Sheet #: GENERAL SYMBOLS A PLAN TITLES A8 0 4' 8' 16' SCALE: 1/8" = 1'-O" nhL k1f1DTLJ ADDnI,t 1W IVURIn nRRVVY ELEC'L/FIRE ALARM SYMBOLS (DEMO) SINGLE RECEPTACLE DUPLEX RECEPTACLE QUAD RECEPTACLE DUPLEX GFCI RECEPTACLE RECESSED DUPLEX RECEPTACLE RECESSED QUAD RECEPTACLE PP(D) POWER POLE TELEPHONE OUTLET TELEPHONE / DATA OUTLET WALL AND/OR FLOOR MODULAR FURNITURE POWER CONNECTION SPECIAL POWER CONNECTION DISCONNECT SWITCH FIRE ALARM STROBE FIRE ALARM HORN / STROBE SURFACE MOUNT ELECTRICAL PANELBOARD ROUND RECESSED LIGHTING DUAL HEAD EMERGENCY LIGHTING UNIT WALL MOUNTED SINGLE FACE EXIT SIGN 2'x2' RECESSED LIGHTING FIXTURE 2'x4' RECESSED LIGHTING FIXTURE ELEC'L/FIRE ALARM SYMBOLS (EXG _e SINGLE RECEPTACLE =@ DUPLEX RECEPTACLE =qD QUAD RECEPTACLE 4 DUPLEX GFCI RECEPTACLE ® RECESSED DUPLEX RECEPTACLE 00 RECESSED QUAD RECEPTACLE A TELEPHONE OUTLET b TELEPHONE / DATA OUTLET EMERGENCY / CALL -FOR -AID SWITCH 44 EMERGENCY / CALL -FOR -AID STROBE ® FIRE ALARM STROBE ®Q FIRE ALARM HORN / STROBE F-1 FIRE ALARM PULL STATION ®E FIRE ALARM ELEVATOR SMOKE DETECTOR = FLUSH MOUNT ELECTRICAL PANELBOARD SURFACE MOUNT ELECTRICAL PANELBOARD �tr SINGLE POLE SWITCH OCCUPANCY SENSOR SWITCH 0 ROUND CEILING SURFACE LIGHTING ® ROUND RECESSED LIGHTING DUAL HEAD EMERGENCY LIGHTING UNIT WALL MOUNTED SINGLE FACE EXIT SIGN ® CEILING MOUNTED DUAL FACE EXIT SIGN 0 1'x4' SURFACE LIGHTING FIXTURE � 0 1'x8' SURFACE LIGHTING FIXTURE 4' WALL LIGHTING FIXTURE a 2'x2' RECESSED LIGHTING FIXTURE 2'x4' RECESSED LIGHTING FIXTURE ELEC"L/FIRE ALARM SYMBOLS I -8 SINGLE RECEPTACLE -0 DUPLEX RECEPTACLE -0 QUAD RECEPTACLE c � DUPLEX GFCI RECEPTACLE WEATHERPROOF DUPLEX GFCI RECEPTACLE ® FLOOR DUPLEX RECEPTACLE H TELEPHONE OUTLET t\J TCI MWMIC / nATA ni rrl CT ILLLI-Inim- unln VViLA-1 ® CEILING TELEPHONE / DATA OUTLET ® WALL AND/OR FLOOR MODULAR FURNITURE POWER CONNECTION WALL (STUB UP TO CEILING) AND/OR FLOOR ® (STUB UP FROM CEILING BELOW) MODULAR FURNITURE COMMUNICATIONS RACEWAY SPECIAL POWER CONNECTION � cY1AAATOD POKIA1CPTIMI VIV1\ VW1m1m1_0W1Y ❑T DISCONNECT SWITCH D FUSED DISCONNECT SWITCH ®T COMBINATION STARTER ® FIRE ALARM STROBE ®Q FIRE ALARM HORN / STROBE 0 FIRE ALARM PULL STATION FLUSH MOUNT ELECTRICAL PANELBOARD SURFACE MOUNT ELECTRICAL PANELBOARD SINGLE POLE SWITCH c THREE WAY SWITCH DIMMER SWITCH +1919 OCCUPANCY SENSOR SWITCH POWER RELAY/CONTROLLER FOR OCCUPANCY SENSORS FS CEILING MOUNTED OCCUPANCY SENSOR W/DUAL TECHNOLOGY (PASSIVE INFRARED & ULTRASONIC) 0 ROUND CEILING SURFACE LIGHTING O ROUND PENDANT LIGHTING t9 ROUND RECESSED LIGHTING _0 EXTERIOR WEATHERPROOF LIGHT DUAL HEAD REMOTE EMERGENCY LTG UNIT Q NO HEAD EMERGENCY LIGHTING UNIT t;p DUAL HEAD EMERGENCY LIGHTING UNIT F0 WALL MOUNTED SINGLE FACE EXIT SIGN ® CEILING MOUNTED DUAL FACE EXIT SIGN F—+--I 4' STRIP LIGHTING FIXTURE 0 0 2'x4' PENDANT LIGHTING FIXTURE ® 2'x4' RECESSED LIGHTING FIXTURE WITH EMERGENCY BALLAST GENERAL NOTES & REQUIREMENTS 1) PROJECT SCOPE: PROVIDE COMPLETE AND OPERATIONAL SYSTEMS AS OUTLINED IN THE CONTRACT DOCUMENTS INCLUDING ALL NECESSARY MATERIAL, LABOR, AND EQUIPMENT. 2) CONSTRUCTION\CONTRACT DOCUMENTS: CONTRACT DOCUMENTS INCLUDING PLANS, DETAILS, AND ONE -LINE DIAGRAMS SHOW THE GENERAL LOCATION AND ARRANGEMENT OF THE WORK. THESE DOCUMENTS ARE DIAGRAMMATIC AND nn MnT CHnW Al I rnMMFPTnRC RTTIM(;S HAMrFRq AND ADDITIONAL ELEMENTS WHICH THE CONTRACTOR MUST PROVIDE TO COMPLETE THE SYSTEMS AS OUTLINED IN THE CONTRACT DOCUMENTS. PLANS AND DETAILS DO NOT SHOW ALL INTERFERENCE'S AND CONDITIONS, VISIBLE AND/OR HIDDEN, THAT MAY EXIST, THUS REQUIRING THE CONTRACTOR TO INSPECT AND SURVEY THE PROJECT AREA BEFORE PERFORMING THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS w CICI 11 uCAC1 I0C11CAtTC DI FILLU MC1tJURLMLIVIC). 3) COORDINATION: A)THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL CONSTRUCTION DOCUMENTS AND OTHER TRADES ASSOCIATED WITH THE PROJECT. B)THE CONTRACTOR SHALL VISIT THE SITE OF WORK AND FAMILIARIZE HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING THE NATURE OF THE INSTALLATION AND CONDITIONS. C)BEFORE SELECTING MATERIAL, EQUIPMENT AND PROCEEDING WITH WORK, INSPECT AREAS WHERE MATERIAL AND EQUIPMENT ARE TO BE INSTALLED TO INSURE SUITABILITY, AND CHECK NEEDED SPACE FOR PLACEMENT, CLEARANCES AND INTERCONNECTIONS. D) PLANS AND DETAILS DO NOT SHOW ALL INTERFERENCE'S AND CONDITIONS, VISIBLE AND/OR HIDDEN THAT MAY EXIST; THUS, REQUIRING THE CONTRACTOR TO INSPECT AND SURVEY THE SPACE BEFORE PERFORMING THE WORK. E) BEFORE CUTTING OR DRILLING INTO BUILDING ELEMENTS INSPECT AND LAYOUT WORK TO AVOID DAMAGING STRUCTURAL ELEMENTS AND BUILDING UTILITIES. F) ARRANGE FOR CHASES, SLOTS, AND OPENINGS IN OTHER BUILDING COMPONENTS DURING PROGRESS OF CONSTRUCTION, TO ALLOW FOR PROPER SYSTEM INSTALLATIONS. G)FAILURE OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING THE ABOVE CONDITIONS AND NOT PERFORMING PROPER COORDINATION WILL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR ESTIMATING THE DIFFICULTIES AND COSTS FOR SUCCESSFULLY PERFORMING THE COMPLETE WORK UNDER THIS PROJECT. 4) SHUTDOWNS: WRITTEN REQUESTS FOR APPROVAL FOR PLANNED SHUTDOWNS OR INTERRUPTION OF OWNER'S UTILITIES, SYSTEMS AND EQUIPMENT SHALL BE MADE 72 HOURS PRIOR TO THE START OF THE REQUESTED SHUTDOWN PERIODS. 5) CODFS AND STANDARDS' THE CONTRACTOR SHALL FOLLOW ALL FEDERAL STATE AND LOCAL CODES THAT HAVE JURISDICTION WHERE THE WORK IS BEING PERFORMED. THROUGHOUT THE CONTRACT DOCUMENTS CERTAIN CODES AND STANDARDS ARE REFERENCED. THE CONTRACTOR SHALL USE THE LATEST VERSIONS OF CODES AND STANDARDS REFERENCED UNLESS OIHER'VYISE NOTED. IF IHE CVIVIRACIOR IS IVUI FAMILIAR 'rYlin IHE REFERENCED STANDARD THEY SHALL CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTION. 6) PERMITS: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL GOVERNING AUTHORITIES. 7) WORKMAN: ALL WORK SHALL BE DONE WITH LICENSED WORKMEN IN MlWIVRDMINIUL Y►11H FLULRML JIAIE AND LVCAL VVVLRIVIIVG AVIIIVRIIILS CODES AND REGULATIONS. 8) SUBMITTALS: THE CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL EQUIPMENT AND MATERIALS BEING PROVIDED BEFORE SUCH EQUIPMENT AND MATERIALS ARE PURCHASED AND INSTALLED. THE SUBMITTALS SHALL BE REVIEWED AND RETURNED BY THE OWNER'S REPRESENTED WITH APPROPRIATE COMMENTS. SUBMITTALS SHALL BE SUBMITTED ELECTRONICALLY IN PDF FORMAT AND WILL BE RETURNED WITH COMMENTS TO THE CONTRACTOR IN PDF FORMAT. 9) AS -BUILT DOCUMENTATION: THE CONTRACTOR SHALL PROVIDE ONE MARK-UP SET OF CONSTRUCTION DOCUMENTS SHOWING FINAL AS -BUILT CONDITIONS. DOCUMENTS SHALL CLEARLY SHOW THE CHANGES MADE TO THE INSTALLED SYSTEMS. 10) EQUIPMENT WARRANTIES, MAINTENANCE MANUALS AND INSTALLATION MANUALS: TURN OVER TO THE OWNER ALL MANUFACTURERS' WARRANTIES, MAINTENANCE MANUALS, AND INSTALLATION MANUALS FOR EQUIPMENT AND MATERIALS PROVIDED. 11) TERMINOLOGY' A) THE TERM "INDICATED" SHALL MEAN, "AS SHOWN ON CONTRACT DOCUMENTS (SPECIFICATIONS, DRAWINGS, AND RELATED ATTACHMENTS)". B)THE TERM "PROVIDE" SHALL MEAN, "TO FURNISH, INSTALL, AND CONNECT COMPLETELY". C)THE TERM "COORDINATE" SHALL MEAN ONE OR MORE OF THE FOLLOWING: '70 MANAGE, INTERFACE, COMMUNICATE, MAKE ARRAkIr-91APkIT RRIAIr. MR) OPf117R AMAIAIRTFR AND HAAIIII17 iuvvawunu.., .n.v ,y COMPLETELY". D) THE TERM "INTERIOR" IS AN INTERIOR LOCATION WHERE ITS ENVIRONMENT IS HEATED AND/OR AIR CONDITIONED AND NOT SUBJECT TO OUTSIDE WEATHER CONDITIONS. E) THE TERM "EXTERIOR" IS ALL LOCATIONS, WHICH ARE NOT INTERIOR, OR UNDERGROUND. F) THE TERM "INTERIOR FINISHED SPACE" IS INTERIOR SPACES, WHICH ARE USED FOR OFFICES, CORRIDORS, LOBBIES, TOILETS, STORAGE AND FILING ROOMS, LOUNGES, MECHANICAL ROOMS, ELECTRICAL ROOMS, ETC. 13) DEMOLITION: DEMOLITION OF INDICATED ITEMS INCLUDES THE REMOVAL AND PROPER DISPOSAL OF THOSE ITEMS AND ALL ASSOCIATED PIPING, DUCTWORK, WIRING AND HANGERS. ELECTRICAL BRANCH, CONTROL, TELEPHONE, AND ALARM WIRING SHALL BE REMOVED BACK TO PANELBOARDS OR RELATED SYSTEM PANELS OR BACKBOARDS. 14) EQUIPMENT AND MATERIAL INSTALLATIONS: A) ALL EQUIPMENT AND MATERIALS SHALL BE LABELED AND LISTED, ,AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S REQUIREMENTS. B) WHEN A MANUFACTURER RECOMMENDS AN OPTION OR ACCESSORY ITEM FOR THE INSTALLED CONDITION, OPERATION, OR ENVIRONMENT THAT IS TO BE EXPERIENCED, SUCH ITEM SHALL BE SUPPLIED AT NO ADDITIONAL COST TO THE OWNER. upir AN EQUIPMLIVT MAIVUFACIURER REQUIRES LARDER CAPACII I, CIRCUITRY AND/OR EQUIPMENT, THE CONTRACTOR SHALL PROVIDE SUCH CAPACITY AND/OR EQUIPMENT UNDER HIS CONTRACT AT NO ADDITIONAL COST TO THE OWNER. D) LOCATE ALL EQUIPMENT, WHICH REQUIRES SERVICING IN FULLY ACCESSIBLE POSITIONS. IF REQUIRED FOR BETTER ACCESSIBILITY, FURNISH ACCESS DOORS FOR THAT PURPOSE. E) MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ALLOW FOR BETTER ACCESSIBILITY. F) ALL WORK IN INTERIOR FINISHED SPACES SHALL BE CONCEALED BEHIND WALLS, ABOVE CEILINGS OR HUNG CEILINGS, OR UNDER THE FLOOR. PROVIDE ALL NECESSARY CUTTING, PATCHING, REPAINTING AND/OR REPLACEMENT OF CEILING TILES AS REQUIRED TO PERFORM WORK. G)INSTALL SYSTEMS, MATERIALS, AND EQUIPMENT TO CONFORM WITH APPROVED SUBMITTAL DATA, INCLUDING COORDINATION DRAWINGS OF REQUIRED), TO GREATEST EXTENT POSSIBLE. CONFORM TO ARRANGEMENTS INDICATED BY THE CONTRACT DOCUMENTS, RECOGNIZING THAT PORTIONS OF THE WORK ARE SHOWN ONLY IN DIAGRAMMATIC FORM. WHERE COORDINATION REQUIREMENTS CONFLICT WITH INDIVIDUAL SYSTEM REQUIREMENTS, REFER CONFLICT TO THE ARCHITECT/ENGINEER. H)INSTALL SYSTEMS, MATERIALS, AND EQUIPMENT LEVEL AND PLUMB, PARALLEL AND PERPENDICULAR TO OTHER BUILDING SYSTEMS AND, COMPONENTS, WHERE INSTALLED EXPOSED IN FINISHED SPACES 1) INSTALL EQUIPMENT TO FACILITATE SERVICING, MAINTENANCE, AND REPAIR OR REPLACEMENT OF EQUIPMENT COMPONENTS. AS MUCH AS PRACTICAL, CONNECT EQUIPMENT FOR EASE OF DISCONNECTING, WITH MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS. J) INSTALL SYSTEMS, MATERIALS, AND EQUIPMENT GIVING RIGHT OF WAY PRIORITY TO SYSTEMS REQUIRED TO BE INSTALLED AT A SPECIFIED SLOPE. K)WHERE MOUNTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED, INSTALL SYSTEMS, MATERIALS, AND EQUIPMENT TO PROVIDE THE MAXIMUM HEADROOM POSSIBLE. 15) FIRE RATINGS: THE CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS FOR FIRE SEPARATION AND FIRE RATED ASSEMBLIES. ALL PIPING, DUCTWORK AND CONDUITS PASSING THROUGH OR PENETRATING WALLS, CEILINGS AND FLOORS SHALL BE PROVIDED WITH A UL LISTED FIRE STOPPING ASSEMBLIES. UL LISTED FIRE STOPPING ASSEMBLIES SHALL BE SUITABLE FOR THE CONDITIONS ENCOUNTERED AND SHALL BE RATED EQUAL TO THE RATING OF THE WALL, CEILING OR FLOOR. REVIEW FIRE RATED ASSEMBLIES THAT ALLOW PENETRATIONS OF ITEMS SUCH AS OUTLET BOXES AND CONDUITS THAT DO NOT REQUIRE FIRE STOPPING. SPACE AND POSITION THESE DEVICES AS ALLOWED PER THE ASSEMBLY'S UL RATING. 16) SERVICE LABELING: LABEL EQUIPMENT, PIPING, CONDUITS, INCLUDING FANS, AIR HANDLERS, TERMINAL UNITS, PANELBOARDS, ETC, WITH LABELS MADE OF SELF -STICKING, PLASTIC FILM DESIGNED FOR PERMANENT INSTALLATION. LABELS SHALL MATCH DESIGNATIONS AS INDICATED ON CONTRACT DRAWINGS. IDENTIFY PIPING AND CONDUITS IN ACCORDANCE WITH OSHA 29 CFR 1910.144, EXCEPT THAT LABELS OR TAPES MAY BE USED IN LIEU OF PAINTING OR STENCILING. SPACING OF IDENTIFICATION MARKING ON RUNS SHALL NOT EXCEED 50 FEET. MATERIALS FOR LABELS AND TAPES SHALL CONFORM TO CID A-A-1689, AND SHALL BE GENERAL PURPOSE TYPE AND COLOR CLASS. A) IN ADDITION IDENTIFY SERVICES AS INDICATED BELOW: BEACH POINT OF ENTRY AND EXIT OF PIPE OR CONDUITS PASSING THROUGH WALLS. C)EACH CHANGE IN DIRECTION, I.E., ELBOWS, TEES. D)IN CONGESTED OR HIDDEN AREAS AND AT ALL ACCESS PANELS AT EACH POINT REQUIRED TO CLARIFY SERVICE OR INDICATED HAZARD. E) IN LONG STRAIGHT RUNS, LOCATE LABELS AT DISTANCES WITHIN EYESIGHT OF EACH OTHER NOT TO EXCEED 50 FEET. ALL LABEL'S SHALL BE VISIBLE AND LEGIBLE FROM THE PRIMARY SERVICE AND OPERATING AREA, 17) MANUFACTURER'S NAMEPLATES: EACH ITEM OF EQUIPMENT SHALL. HAVE A NAMEPLATE BEARING THE MANUFACTURER'S NAME, ADDRESS, MODEL NUMBER, AND SERIAL NUMBER SECURELY AFFIXED IN A CONSPICUOUS PLACE; THE NAMEPLATE OF THE DISTRIBUTING AGENT WILL NOT BE ACCEPTABLE. 18) POSTED OPERATING INSTRUCTIONS: PROVIDE FOR EACH SYSTEM AND PRINCIPAL ITEM OF EQUIPMENT AS SPECIFIED FOR USE BY OPERATION AND MAINTENANCE PERSONNEL PRINT OR ENGRAVE OPERATING INSTRUCTIONS AND FRAME UNDER GLASS OR IN APPROVED LAMINATED PLASTIC. POST INSTRUCTIONS WHERE DIRECTED. FOR OPERATING INSTRUCTIONS EXPOSED TO THE WEATHER, PROVIDE WEATHER -RESISTANT MATERIALS OR WEATHERPROOF ENCLOSURES. OPERATING INSTRUCTIONS SHALL NOT FADE WHEN EXPOSED TO SUNLIGHT AND SHALL BE SECURED TO PREVENT EASY REMOVAL OR PEELING. THE OPERATING INSTRUCTIONS SHALL INCLUDE THE FOLLOWING: A) WIRING DIAGRAMS, CONTROL DIAGRAMS, AND CONTROL SEQUENCE FOR EACH PRINCIPAL SYSTEM AND ITEM OF EQUIPMENT. B) START UP, PROPER ADJUSTMENT, OPERATING, LUBRICATION, AND SHUTDOWN PROCEDURES. C) SAFETY PRECAUTIONS. D)THE PROCEDURE IN THE EVENT OF EQUIPMENT FAILURE. E) OTHER ITEMS OF INSTRUCTION AS RECOMMENDED BY THE MANUFACTURER OF EACH SYSTEM OR ITEM OF EQUIPMENT. 19) EXTERIOR FERROUS MATERIALS: ALL EXTERIOR FERROUS MATERIALS SHALL BE PROTECTED FROM CORROSION BY ONE OF THE FOLLOWING METHODS: A) COVERED WITH A NUN -FERROUS OR NON -CORRODING MATERIAL. B) MATERIALS THAT ARE INSULATED ON THE EXTERIOR. C) MATERIALS THAT ARE GALVANIZED. D) MATERIALS THAT ARE PAINTED. EXTERIOR PAINTING SHALL CONSIST OF A BASE COAT OF AN APPROPRIATE PRIMER AND TWO COATS OF FINAL PAINT. FINAL PAINT COLOR SHALL BE SELECTED BY THE OWNER'S REPRESENTATIVE. I GENERAL ELECTRICAL NOTES & SPECIFICATIONS I OPTIONS 1. PROVIDE COST OPTION TO RE -LAMP ALL EXISTING LIGHTING FIXTURES THAT REMAIN SO LAMPING OF EXISTING AND NEW FIXTURES ARE SAME COLOR TYPE.. ELECTRICAL NOTES & SPECIFICATIONS: 1) GENERAL A) SEE GENERAL NOTES AND REQUIREMENTS. B) SEE ELECTRICAL SPECIFICATIONS C) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CONNECTICUT BUILDING CODE. D) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC) ANSI/NFPA 70, 2005/LATEST EDITION. E) PROVIDE SEISMIC RESTRAINT AND VIBRATION ISOLATION IN ACCORDANCE WITH THE BUILDING CODE AND CONTRACT DOCUMENTS. F) THE DEFINITION OF ELECTRICAL TERMS USED SHALL BE AS DEFINED IN THE 2005 EU1uTnilEIUCki'U11UIV FHENiuvAL ELCIRML UULM). G) THE TERM "SIZE" SHALL MEAN ONE OR MORE OF THE FOLLOWING: "LENGTH, CURRENT AND VOLTAGE RATING, NUMBER OF POLES, NEMA SIZE, AND OTHER SIMILAR ELECTRICAL CHARACTERISTICS". H) THE TERM "WIRING" SHALL INCLUDE THE FOLLOWING: "CONDUCTORS, CONDUITS, CABLES, RACEWAYS, BUSWAYS, OUTLET AND DEVICES BOXES, JUNCTION BOXES AND HANGARS. 1) THE TERM "SPACE" ON PANELBOARD AND SWITCHBOARD SCHEDULES SHALL MEAN, "PROVIDE SPACE TO INSTALL THE NUMBER OF POLES AND SIZE OF THE PROTECTIVE DEVICE INDICATED WITH ALL THE NECESSARY SPACE ON THE BUSBAR AND FITTINGS TO INSTALL THE DEVICE AT SOME FUTURE DATE". J) COORDINATE ELECTRICAL WORK WITH OWNER, ARCHITECT AND LANDLORD. K) PROVIDE SHOP DRAWING SUBMITTALS TO GENERAL NOTES AND REQUIREMENTS. PROVIDE SHOP DRAWINGS AND CATALOG CUTS FOR: (1) PANEL BOARDS & CIRCUIT BREAKERS. (2) DISCONNECT SWITCHES & STARTERS. (3) WIRING DEVICES & OUTLETS. (4) CONDUITS, RACEWAYS & CABLE TRAYS. (5) CABLES AND CONDUCTORS. (6) LIGHTING FIXTURES AND LAMPS. (7) FIRE ALARM SYSTEM EQUIPMENT. L) THE RIGHT IS RESERVED BY THE ENGINEER OR OWNER TO MAKE REASONABLE CHANGES IN LOCATIONS OF EQUIPMENT, OUTLETS, OR WIRING PRIOR TO THE INSTALLATION WITHOUT INVOLVING ADDITIONAL COST OR EXPENSE TO THE OWNER. M) UNLESS OTHERWISE INDICATED, ALL ELECTRICAL EQUIPMENT HAS BEEN BASED ON GENERAL ELECTRIC PRODUCTS. THE CONTRACTOR MAY SUBSTITUTE PRODUCTS OF ANOTHER MANUFACTURER IF IT IS OF EQUAL QUALITY AND RATING, SUBJECT TO ENGINEER'S REVIEW AND OWNER'S ACCEPTANCE. N) THE MEASUREMENT FROM ABOVE FINISHED FLOOR (AFF) OF BOXES, DEVICES OR LIGHTING FIXTURES SHALL BE TAKEN FROM THE FINISHED FLOOR SURFACE TO THE ELEVATION INDICATED. IN NO CASE THE MOUNTING HEIGHT SHALL VIOLATE THE REQUIREMENTS OF THE CONNECTICUT BUILDING CODE, THE CONNECTICUT FIRE SAFETY CODE, AND THE NATIONAL ELECTRIC CODE (NEC) ANSI/NFPA 70. 0) PROVIDE POWER AND CONTROL WIRING FOR HEATING, VENTILATION AND AIR CONDITIONING SYSTEM. P) PROVIDE POWER WIRING FOR HEATING, VENTILATION AND AIR CONDITIONING SYSTEM. CONTROL WIRING WILL BE PROVIDED UNDER DIVISION 15, "MECHANICAL". Q) ALL WIRING ABOVE CEILINGS SHALL BE PLENUM RATED. 2) POWER A) CONTRACTOR TO COORDINATE ROTATION OF All MOTORS WITH OTHER DNISI�NS, B) CONTRACTOR SHALL MAINTAIN THE EXISTING SYSTEM PHASE ROTATION. 3) LIGHTING AND SWITCHING A INSTALLATION OF EMERGENCY LIGHTING AND EXIT SIGNS SHALL MEET ALL APPLICABLE lUVULJ MND REVULMIIDIVJ iNULUUIIVG INU,, UFL JMFLI I Al4U MM B) PROVIDE NEW LAMPS FOR ALL LIGHTING FIXTURES INSTALLED OR RELOCATED BY THE CONTRACTOR. C) FOR ALL RELOCATED LIGHTING FIXTURES, CLEAN LENS AND HOUSING AND RE -LAMP WITH NEW LAMPS. D) PROVIDE SEPARATE SUPPORT TO BUILDING STRUCTURE FOR AL LIGHTING FIXTURES INSTALLED IN SUSPENDED CEILING SYSTEMS. E) INSTALL ELECTRONIC OCCUPANCY SENSORS, BEING WALL OR CEILING TYPE, IN ACCORDANCE WITH POSITION, ELECTRIC LOADING, AND WIRING REQUIREMENTS OF MANUFACTURER OF THE UNIT. THE UNIT SHALL BE SO POSITIONED THAT MOVEMENTS OUTSIDE THE ROOM OR AREA BEING CONTROLLED SHALL NOT ACTIVATE THE SENSOR. F) ALL WALL MOUNTED OCCUPANCY SENSOR FOR OFFICES AND SMALL SPACES SHALL BE WATT STOPPER MODEL PW-100, PASSIVE INFRARED WALL SWITCH SENSOR TYPE. UNITS SHALL BE PROGRAMMABLE AND SHALL BE ABLE TO BE SET FOR MANUAL ON OPERATION. UNIT SHALL BE 2 ',HIRE MODEL FOR USE IN AREAS WITH EXISTING WIRING WHERE THERE IS NO NEUTRAL THREE WIRE MODELS SHALL BE USED FOR NEW INSTALLATIONS. SENSORS SHALL BE SET TO MANUAL ON OPERATION WITH 2OMIN OFF TIME DELAY. G) ELECTRONIC BALLASTS FOR LIGHTING FIXTURES SHALL BE ON THE ELECTRIC POWER COMPANY'S APPROVED ACCEPTABLE BALLASTS LIST AND HAVE A BALLAST FACTOR OF 0.95 OR GREATER. 4) WIRING A) PROVIDE ELECTRICAL WIRING TO AND FINAL CONNECTION FOR ALL APPLIANCES AND HVAC EQUIPMENT INCLUDING VAV BOXES. B) ALL PANELBOARDS SHALL BE PROVIDED WITH AN EQUIPMENT GROUNDING BUS CONNECTED TO PANELBOARD ENCLOSURE. C) PROVIDE PANEL NAME PLATE WITH 3 LINES OF TEXT. PANEL NAME ON TOP, FEEDER INFORMATION ON SECOND LINE AND FEED SOURCE LOCATION ON THIRD LINE. EXAMPLE 'PANEL A / FED FROM MAIN SWITCH BOARD 1 / MAIN ELECTRIC RM 123'. COORDINATE FINIAL PANEL AND ROOM NAMES FOR EACH PANEL WITH OWNER. LABEL SOURCE FEED DISTRIBUTION PANEL AND OR SWITCH BOARD WITH ANY REVISIONS. D) PROVIDE A TYPED PANEL SCHEDULE FOR ALL PANELS INSTALLED OR MODIFIED IN THE PROJECT. SCHEDULE SHALL INDICATE ALL ADDED CIRCUITS AND EXISTING CIRCUITS THAT REMAIN. SCHEDULE SHALL BE PROVIDED IN A CLEAR PLASTIC PROTECTIVE COVERING INSIDE THE DOOR TO THE PANEL E) CONDUIT SIZE FOR INDICATED CONDUCTORS SHALL BE BASED ON ARTICLE 310 AND APPENDIX C OF NEC. F) THE CONTRACTOR MAY GROUP BRANCH CIRCUIT HOMERUN CONDUCTORS IN A SINGLE RACEWAY IN ACCORDANCE WITH ARTICLE 310 AND APPENDIX C OF THE NEC, UTILIZING CORRECTION AND ADJUSTMENT FACTORS FOR CONDUCTORS USED, (IE, PROVIDE LARGER CONDUCTORS AS MAY BE REQUIRED). G) UNLESS OTHERWISE INDICATED, ALL BRANCH WIRING AND FEEDERS SHALL BE CONCEALED BEHIND PARTITIONS AND WALLS, BELOW FLOORS, ABOVE SUSPENDED GEIUNGS AND IIV SOFFITS. WIRING MAY BE EXPVSLU ITV LLUMNIU, Mr_%,ntNIVPP%I, AND ATTIC SPACES. H) UNLESS OTHERWISE INDICATED, ALL ENCLOSURES FOR EQUIPMENT SHALL BE NEMA TYPE 1. 1) EXTERIOR EQUIPMENT ENCLOSURES SHALL BE WEATHERPROOF FOR CONDITION ENCOUNTERED AND SHALL MEET THE MINIMUM REQUIREMENTS OF NEMA TYPE 3R ENCLOSURE. J) UNLESS OTHERWISE INDICATED, EXTERNALLY OPERATED SAFETY SWITCHES (DISCONNECT SWITCHES) SHALL BE UN -FUSED, SOLID NEUTRAL., HEAVY DUTY AND SIZED TO MEET THE LOAD REQUIREMENTS. K) MINIMUM SIZE CONDUITS SHALL BE 1/2" EMT OR 3/4" RSC AND PVC L) UNLESS OTHERWISE INDICATED, FEEDERS, BRANCH AND CONTROL WIRING TO BE RUN IN EMT CONDUIT. M) UNLESS OTHERWISE INDICATED, BRANCH AND CONTROL WIRING SHALL BE INSTALLED IN EMT. N) UNLESS OTHERWISE INDICATED, WIRING TO EQUIPMENT AND MOTORS MAY BE INSTALLED IN LIQUID TIGHT FLEXIBLE CONDUIT. FOR INTERIOR DRY LOCATIONS FLEXIBLE METAL CONDUIT MAY BE USED. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL BE 5 FEET. 0) UNLESS OTHERWISE INDICATED, FLEXIBLE METAL CONDUIT MAY BE USED FOR LIGHTING FIXTURE DROPS, CONNECTION OF VIBRATING EQUIPMENT, UNDER COUNTER AND DISPLAY CASE WIRING. P) A FEEDER TO A PANELBOARD MAY BE METAL CLAD CABLE (MC CABLE, TYPE MC). PHASE, NEUTRAL AND EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSULATED. Q) FOR INTERIOR CONCEALED BRANCH AND CONTROL WIRING LOCATED IN WALLS AND CEILINGS THAT HAVE NUMBER 6 AWG AND SMALLER CONDUCTORS MAY BE METAL CLAD CABLE (MC CABLE, TYPE MC) WITH ONE INSULATED EQUIPMENT GROUNDING CONDUCTOR. R) PROVIDE DEDICATED NEUTRAL CONDUCTORS FOR ALL 120 VOLT SINGLE PHASE CIRCUITS AND LOADS BACK TO BRANCH PANEL. NEUTRAL SHALL NOT BE SHARED WITH OTHER BRANCH CIRCUITS OR OTHER PHASES. S) V14LL33 U PILR'm3r- IIVUItu.AIEU, NEUTRAL CONDUCTORS FUR 3 P'HASE LUOi/120 SYSTEMS SHALL BE RATED FOR 1.0 TIMES THE AMPACIIY OF THE PHASE CONDUCTORS. T) IF ANY EXISTING BRANCH WIRING IS REUSED, THE CONTRACTOR SHALL VERIFY ALL WIRING, SPLICES AND JUNCTIONS OF EACH CIRCUIT. THE CONTRACTOR SHALL REMAKE ALL CONNECTIONS WITH NEW WIRE NUTS. THE CONTRACTOR TAKES RESPONSIBILITY OF THE EXISTING WIRING USED. 5) WIRING CONDUCTORS AND CABLES A) UNLESS OTHERWISE INDICATED, ALL CONDUCTORS TO BE COPPER DUAL RATED THWN / THHN. B) UNLESS OTHERWISE INDICATED, ALL CONDUCTORS TO BE 12 AWG. C) UNLESS OTHERWISE INDICATED, THE TEMPERATURE RATING OF CONDUCTORS AND CONNECTIONS SHALL BE A MINIMUM OF 75 DEGREES CENTIGRADE. 6) WIRING DEVICES A) UNLESS OTHERWISE INDICATED, THE TOP OF WALL MOUNTED SWITCH BOXES SHALL MATCH EXISTING HEIGHT IF INSTALLED IN AREA WITH EXISTING SWITCHES. FOR NEW SPACES THE HEIGHT SHALL BE 48" AFF. B) UNLESS OTHERWISE INDICATED, THE TOP OF WALL MOUNTED DUPLEX RECEPTACLE BOXES SHALL MATCH EXISTING HEIGHT IN ROOM WITH EXISTING. FOR NEW SPACES THE UCIPUT CUAI I DC 14" ACC FIL.tVI'l JnPLLL UL IU MI-F. C) UNLESS OTHERWISE INDICATED, PROVIDE WHITE, COMMERCIAL GRADE, 15 AMPERE RECEPTACLES AND SWITCHES. ALL PLATES IN FINISHED AREAS TO BE BRUSHED STAINLESS STEEL. PLATES FOR SURFACE MOUNTED INTERIOR BOXES IN UNFINISHED AREAS OR IN CABINETS OR ENCLOSURES MAY BE STAMPED STEEL. PLATES EXPOSED TO WEATHER OR WATER TO BE METAL, WEATHERPROOF TYPE. D) CONVENIENCE DUPLEX OUTLETS WITHIN 6 FEET OF SINKS SHALL BE GFCI PROTECTED AS REQUIRED BY NEC. E) ALL BLANK COVER PLATES IN FINISHED AREAS AND ROOMS SHALL BE STEEL AND BE PAINTED TO MATCH WALL COLOR. F) THE CONTRACTOR SHALL PROVIDE COVER PLATES FOR ALL EXISTING JUNCTIONS OR DEVICE BOXES IN THE AREAS OF WORK THAT ARE MISSING. 7) WIRE METHODS A) UNLESS OTHERWISE INDICATED, ALL OUTLET AND SWITCH BOXES TO BE CAST IRON WITH THREADED HUBS. B) IN INTERIOR PROTECTED LOCATIONS, OUTLET AND SWITCH BOXES MAY BE STEEL, C) WHERE NON-METALLIC CONDUITS ARE USED, BOXES MAY BE NONMETALLIC. 8) COMMUNICATIONS: A) COORDINATE TELEPHONE SERVICE INSTALLATION WITH TELEPHONE COMPANY AND LANDLORD. B) PROVIDE WIRING AND OUTLETS FOR TELEPHONE SERVICE. ALL WORK IN ACCORDANCE WITH TELEPHONE COMPANY REGULATIONS AND REQUIREMENTS. C) INSTALL MULTI -PAIR TELEPHONE CABLE FROM MAIN SERVICE ROOM TO SUITE'S TELEPHONE BACKBOARD. COORDINATE EQUIPMENT, CABLE TYPE AND ROUTING WITH OWNER AND LANDLORD. WHERE CABLES PASS THROUGH PLENUM TYPE CEILING SPACES, CABLES SHALL BE PLENUM RATED. D) UNLESS OTHERWISE INDICATED, THE HEIGHT OF WALL MOUNTED COMMUNICATIONS OUTLET BOXES SHALL BE THE SAME AS RECEPTACLES. E) FOR ALL NEW TELECOMMUNICATIONS OUTLETS PROVIDE A SEPARATE 3/4" EMT RACEWAY STUB UP BETWEEN EACH DATA OUTLET AND THE AREA ABOVE THE SUSPENDED CEILING. F) UNLESS OTHERWISE INDICATED, THE HEIGHT OF WALL MOUNTED DATA OUTLET BOXES SHALL BE THE SAME AS RECEPTACLES. 9) DEMOLITION AND REMOVALS: A) DEMOLITION AND REMOVAL OF ELECTRIC ITEMS INCLUDES THE REMOVAL OF THOSE ITEMS AND ALL ASSOCIATED WIRING. ELECTRICAL BRANCH, CONTROL, TELEPHONE, AND ALARM WIRING SHALL BE REMOVED BACK TO PANELBOARDS OR RELATED SYSTEM PANELS OR BACKBOARDS. UNDEGROUND DUCTS AND CONDUITS SHALL BE CAPPED. INTERIOR CONDUITS INSTALLED IN SLAB ON GRADE CONCRETE SHALL BE CUT FLUSH WITH FLOOR. ALL HOLES SHALL BE PATCHED AND PAINTED. B) REMOVAL OF INDICATED ELECTRICAL AND FIRE ALARM SYSTEM ITEMS INCLUDES THE Prat mi Akin PRnPGR nlcDUcei OF TFIDCF iTFAAQ Akin At I A(zQnrIATFn mmni 11717 FITTINGS, RACEWAY, DEVICES, WIRING AND HANGERS. ALSO, WORK TO INCLUDE CAPPING CONDUITS, WHERE CONDUITS ENTER SLAB ON GRADE CONDUIT SHALL BE CUT FLUSH WITH FLOORS. ELECTRICAL BRANCH, CONTROL, TELEPHONE, AND ALARM WIRING SHALL BE REMOVED BACK TO PANELBOARDS OR RELATED SYSTEM PANELS OR BACKBOARDS. C) CONTRACTOR SHALL REMOVE ALL EXISTING OLD AND UNUSED LOW VOLTAGE WIRING SUCH AS DATA, COAX, TELEPHONE AND INTERCOM CABLES. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER OR LANDLORD. 10) ARE ALARM A) COORDINATE FIRE ALARM SYSTEM INSTALLATION, MODIFICATIONS AND TESTING WITH OWNER, OWNER'S ALARM SERVICE VENDOR, MONITORING COMPANY, FIRE MARSHAL AND OR FIRE DEPARTMENT AS REQUIRED. B) EXPAND EXISTING FIRE ALARM SYSTEM AS INDICTED. COORDINATE EXPANSION WITH THE OWNER AND OWNERS FIRE ALARM SYSTEM MAINTENANCE COMPANY. CHECK IF THE APPLIANCE (ALARM) CIRCUITS ARE CORRECTLY LOADED AND THAT BATTERY CAPACITY IS SUFFICIENT TO MEET ADDED EQUIPMENT LOAD. INFORM BUILDING OCCUPANTS WHEN FIRE ALARM SYSTEM IS INOPERATIVE. DO NOT LEAVE THE FIRE ALARM SYSTEM INOPERATIVE WITHOUT ONSITE SUPERVISION. AFTER WORK IS PERFORMED ON THE FIRE ALARM SYSTEM AND BEFORE RESUMING NORMAL FIRE ALARM SYSTEM OPERATION, TEST CIRCUITS THAT WERE MODIFIED OR REPAIRED TO INSURE THAT FIRE ALARM SYSTEM IS FULLY OPERATIONAL PERFORM REACCEPTANCE TESTING PER NFPA 72, CHAPTER 7. THE CONTRACTOR SHALL TEST 100% OF ZONES AND CIRCUITS EFFECTED AND 10% OF REMAINING INITIATION DEVICES. PROVIDE ALL DOCUMENTATION REQUIRED TO MAINTAIN THE FIRE ALARM SYSTEM RECORD. PROVIDE POINT TO POINT WIRING DIAGRAMS, AS -BUILT DRAWINGS, EQUIPMENT CUT SHEETS, DEVICE ASSIGNMENTS, AND MANUFACTURER'S PROPER TESTING AND MAINTENANCE REQUIREMENTS. C) UNLESS OTHERWISE INDICATED, THE TOP WALL MOUNTED FIRE ALARM SYSTEM MANUAL PULL STATIONS SHALL BE 48" AFF. IF LOCATED NEAR EGRESS DOORS, PULL STATION SHALL BE LOCATED ON DOOR LATCH SIDE OF DOOR. D) UNLESS OTHERWISE INDICATED, THE CENTERLINE OF THE LENS OF WALL MOUNTED FIRE ALARM SYSTEM STROBES SHALL MATCH EXISITING, HORN/STROBE OR SPEAKER/STROBE UNITS SHALL NOT BE LESS THAN 7'-0" (841 AFF OR MORE THAN 7'-10" (94") AFF AND THE TOP OF THE HORN OR SPEAKER NOT LESS THAN 6" BELOW THE CEILING. THIS IS BASED ON THE STROBE LENS NOT BEING LONGER THAN 4" IN ITS LONGEST DIMENSION. E) UNLESS OTHERWISE INDICATED, THE TOP OF WALL MOUNTED FIRE ALARM SYSTEM STROBE LENS SHALL MATCH EXISTING AND SHALL BE NOT THAN 6'-8" (80') AFF OR THE TOP OF THE LENS MORE THAN 8'-0" (96") AFF AND NOT LESS THAN 6" BELOW THE CEILING. F) WHERE DUCT TYPE SMOKE DETECTORS ARE PROVIDED, MOUNT SMOKE DETECTOR REMOTE INDICATOR AND TEST SWITCHES DIRECTLY BELOW ON THE WALL IN OCCUPIED OP (nRRIn(1R CPACF ACCEJSIBLF AR OW THE ('FII IN(;, REMOTE INDICATOR AND TEST SWITCHES MAY BE LOCATED IN MECHANICAL AND ELECTRIC ROOMS IF THEY ARE WITHIN 25 FEET OF THE DETECTORS. COORDINATE EQUIPMENT LOCATIONS WITH DIVISION 15. 11) HVAC POWER A) PROVIDE WEATHERPROOF 120VAC GFCI RECEPTACLES, BRANCH WIRING, AND HOMERUN TO PANEL FOR ALL ROOF TOP AND GROUND MOUNTED HVAC EQUIPMENT. RECEPTACLES SHALL BE LOCATED WITHIN 25 FEET OF ALL EQUIPMENT. ONE RECEPTACLE MAY SERVE MORE THAN ONE UNIT. COORDINATE EQUIPMENT LOCATIONS WITH DIVISION 15. B) PROVIDE WEATHERPROOF LIGHTS ON ROOFS WITH ROOF TOP EQUIPMENT. PROVIDE WEATHER PROOF SINGLE POLE SWITCH, BRANCH WIRING AND HOMERUN TO ROOF TOP RECEPTACLE CIRCUIT. COORDINATE LOCATION OF EQUIPMENT WITH DIVISION 15. 4D Cold Spring Road Rocky Hill, CT M7 T (860) 257 - 4.9M F (860) 257.4849 advent i 55 North Main Street ,vest Hartford, CT 06107 860-561-6210 Fox 660-561-6213 it 1� !0,,Ark1® KUEGLERASSOCIATES 51 Deoot St., Suite 214, Watefty .CI 06795 Fnone: (860) 945-6955 Fm: (860) 274-9540 ARC CTURE T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: p2wl wee® QUISENBERRY ARCARI ARCHITECTS, LLC www. el a -a rchiteC[S.COM T (860) 6774594 F (860) 677-8534 318 Main Street Farmington, CT 06032 ®0,��tet<cee���o,/ ®co e®e® 10,17GOt :'-C 40 1-4 U C) I w � W E 0 A_ .: te, T--I z Fa.i � C7 ~ z a a W d' Description: ELECTRICAL NOTES, SYMBOLS & SPECIFICATIONS Issue .uatics. AUGUST 10, 2012 Scale: Project #: G138-02 Dram By: BAB Sheet #: r---------------� I I I I I I DEMO FIRST FLOOR PLAN —POWER 0 4' 8' 16' SCALE: 1 /8" = 1'-0" SEE SHEET E601 FOR ELECTRICAL WORK ITEMS EXISTING LIGHT FIXTURES AND RELATED SWITCHING, IN THIS AREA, SHALL REMAIN REMOVAL DRAWINGS SHOW BOTH AND EXISTING ELECTRIC TO REMAIN. OPERATION OF REMAINING ELECTRIC DEVICES, LIGHTING AND EQUIPMENT SHALL BE MAINTAINED. SEE GENERAL WORK ITEM 3. THESE REMOVALS r---------------� I I I I I I I NA I N DEMO FIRST FLOOR PLAN 0 4' 8' 16' SCALE: 1 /8" = 1'-0" — LIGHTING SEE SHEET E601 FOR ELECTRICAL WORK ITEMS 1*1 1 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 -4899 advent 55 North Main Street West Hartford, CT 06107 860-561-6210 Fox 860-561-6213 WEGLERASSOCIA S 51 Depot St, Suite 214, Waterto—, CT 06795 Phone: (860) 945-6955 Fox: (860) 274-9540 • ARC CTURE T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: %W-1 w�•m QUISENBERRY ARCARI ARCHITECTS, LLC vv w.qa-architects-com T (860) 6774594 F (860) 677-8534 318 Main Street Farmington, CT 06032 <�OC�2PlHpgO., e �r .K11- b e•�+� b:j y•j7 i•1 cA G;tLXj� o 't`f �o No.17601 �.4z t Description: DEMOLITION ELECTRICAL 1ST FLOOR POWER & LIGHTING PLANS Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Dra«m By: BAB #: Sheet100 DEMO SECOND FLOOR PLAN -POWER 0 4' 8' 16' SCALE: 1 /8" = 1'-0" SEE SHEET E601 FOR ELECTRICAL WORK ITEMS THESE REMOVAL DRAWINGS SHOW BOTH REMOVALS AND EXISTING ELECTRIC TO REMAIN. OPERATION OF REMAINING ELECTRIC DEVICES, SIGHTING AND EQUIPMENT SHALL BE MAINTAINED., SEE GENERAL WORK ITEM 3. EXISTING LIGHT FIXTURES AND nr-r .- r-m nun rnr uun DEMO SECOND FLOOR PLAN -LIGHTING 0 4' 8' 16' SCALE: 1 /8" = 1'-0" SEE SHEET E601 FOR ELECTRICAL WORK ITEMS 40 Cold Spring Road Rocky Hill, CT M7 T (860) 257 - 4900 F (860) 257 -4899 Qq ARC CTURE adventT (203) 725-6335 44 Northwest Drive 55 North Main Street Watertown, CT 06795 Meat Hartford, In Association With: CT 06107 860-561-6210 Fax 860-561-8213 WEGLERASSMATES QUISENBERRY ARCARI 51 Depot St.,Suite 214. ARCHITECTS, LLC Watertown. Cr 06795 Phone: (960) 945-6955 Nvww.ga-architccts.coni Fox: (860) 274 9540 T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 00032 Description: DEMOLITION ELECTRICAL 2ND FLOOR POWER & LIGHTING ._r Issue Dates: AUGUST 10, 2012 Scale: ---------_ Project #: G138-02 Drawn By: BAI3 Sheet #: 101 ri T 1 C 4 PANE P1ANE g P3 PANEL P L3 L FE11 �59 DDW F-9 NOTES: 1. REMOVE ALL COMMUNICATIONS WIRING (TELEPHONE & DATA) FROM OUTLETS BACK TO BACKBOARD. EXISTING OUTLET LOCATIONS AND PATHWAYS AND CONDUIT STUB UPS WILL BE REUSED. PROVIDE PULL STRING OR LEAVE ONE (1) CABLE FOR ANY CONDUIT STUB UPS FOR USE TO PULL NEW CABLE. - - - - - - - - - - - - - - - - - - - - - -I ---------------------- PANEL 3B PANEL 3B TO BE REPLACED IN A NEW LOCATION LOA ,I db Lib n T, F (5 �5 qp DEMO THIRD FLOOR PLAN POWER 0 4$ 81 16' SCALE' 1/8 1'-0" 1 SEE SHEET E601 FOR ELECTRICAL WORK ITEMS EXISTING LIGHT FIXTURES AND RELATED SWITCHING, IN THIS AREA, SHALL REMAIN . . . . . . L6 LLLUL VJ 7 . i . . . . . . . . FE-11 THESE REMOVAL DRAWINGS SHOW BOTH REMOVALS AND EXISTING ELECTRIC TO REMAIN. OPERATION OF REMAINING ELECTRIC DEVICES, LIGHTING AND EQUIPMENT SHALL BE MAINTAINED. SEE GENERAL WORK ITEM 3. E Ell DEMO THIRD FLOOR PLAN LIGHTING 1'-0" 0 41 82 16' SCALE: 1 /8" SEE SHEET E601 FOR ELECTRICAL WORK ITEMS FE-11 EXISTING LIGHT FIXTURES —AND —RELATED — — — — SWITCHING, L6 I IN THIS AREA, SHALL REMAIN I -A 40 Cold Song Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 48N advent 55 North Main Street West Hartford, CT 06107 860-561-6210 Fax 860-561-6213 V KUEGLERASSODAFES 51 Depot St., SOe 214, Vaterrown, CT 06795 Phone:(M)945-6955 FoFox:W) 274-954D WJWAIW q ARC CTURE T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: QUISENBERRY ARCARI ARCHITECTS, LLC ",%vw.qa-architects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Fam-tington, CT 06032 711-cet Description: DEMOLITION ELECTRICAL 3RD FLOOR POWER & LIGHTING PLANS Issue Dates: AUGUST 10, 2012 Scale; Project #: G138-02 Drawn By: BAB Sheet #: 102 DEMO ROOF PLAN 0 4' 81 16' SCALE: 1/8" = 1'-0"I - !n SEE SHEET E601 FOR ELECTRICAL WORK ITEMS THESE REMOVAL DRAWINGS SHOW BOTH REMOVALS AND EXISTING ELECTRIC TO REMAIN. OPERATION OF REMAINING ELECTRIC DEVICES, LIGHTING AND EQUIPMENT SHALL BE MAINTAINED. SEE GENERAL WORK ITEM 3. 40 Cold Spring Road Rocky Hill, CT OW T (860) 257 - 4900 F (860) 257 - 4899 �704 55 North Main Street West Hartford, CT 06107 860-561-6210 Fax 860-561 —6213 WEGLERASSOCKS 51 Depot St., Suite 214, Watertown. CT 06795 Phone: (860) 945-695S Fm: (840) 274-9543 qq CTURE T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In Association With- d wff�k7j QUISENBERRY ARCARI ARCHITECTS, LLC w .qa-architcctsxorn T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 Sheet Description: DEMOLITION ELECTRICAL Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: BAB Sheet #: 103 PROVIDE (2) EMT CONDUITS BANK IT Fl UTILITIES ROOM TO 2ND FU DATA CLOSET SEE POWER R DIAGRAM ENLARGED PAF FIRST FLOOR I ON SHEET E Z1-12 DUCT HEATER ---------------- CONNECT TO Z1-1 DUCT HEATER FIRST FLOOR PLAN -POWER 0 4' 8' 16' SCALE: 1 /8" = 1'-0" SEE SHEET E601 FOR ELECTRICAL WORK ITEMS --------------- CONNECT TO UNSWITCHED EXISTING FIXTURE RELATED SWIT( IN THIS SHALL R COORDINATE FINAL LOCATION THESE DRAWING SHOW BOTH EXISTING OF FURNITURE CONNECTIONS ELECTRIC AND ELECTRIC TO BE INSTALLED. IN THE FIELD COORDINATE EXISTING THAT REMAINED AFTER REMOVALS WITH REMOVAL DRAWINGS. FIRST FLOOR PLAN -LIGHTING 0 4' 8' 16' SCALE: 1 /8" = 1'-0" SEE SHEET E601 FOR ELECTRICAL WORK ITEMS I - , �] 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 49M F (860) 257 -48-09 advent 55 North Main Street West Horti`ord, CT 06107 860-561-6210 Fox 860-561-6213 WEGLERASSOCbUES 51 Depot St., Suite 214, Watertown, CT 06795 Phone: (860) 945,6955 FM: (860) 274.954D q :JCTURE T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: %W'l w�•lj QUISENBERRI' ARCARI ARCHITECTS, LLC ww%v.ga-arch itects.com T (860) 677-4594 F (860) 677-8534 318 Blain Street Farmington, CT 06032 ORRRnCn�d v m � � P H V Cn ►-t f/Tl V f F 0 kA 3i1 H7 H 0-4 w Description: ELECTRICAL 1ST FLOOR POWER & LIGHTING PLANS Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: BAB Sheet #: Z2-10 DUCT HEATER DUCT HEATER SECOND FLOOR PLAN —POWER 0 4' 8' 16' SCALE: 1 /8" = V-0" SEE SHEET E601 FOR ELECTRICAL WORK ITEMS COORDINATE FINAL LOCATION OF FURNITURE CONNECTIONS IN THE FIELD P2—* = PROVIDE 1 P, 20A BREAKER IN EXISTING PANEL P2 FOR RECEPTACLE CIRCUIT (TYP. 2 LOCATIONS ROOM 240). EXISTING LIGHT 17 VTt IDCC AAIr1 VIAIVI\GJ 711VU nrl Arrn emmm,%t uun SECOND FLOOR PLAN —LIGHTING 0 4' 8' 16' SCALE: 1 /8" = 1'-0" )GATED ISFORMER LING P2 SEE SHEET E601 FOR EXISTING 75KVA ELECTRICAL WORK ITEMS TRANSFORMER EXISTING PANEL P2B PROVIDE THESE DRAWING SHOW BOTH EXISTING PANEL P2C ENLARGED PARTIAL SECOND FLOOR PLAN 0 2' 4' 8' SCALE: 1 /4" = 1'-0" Emmoll ELECTRIC AND ELECTRIC TO BE INSTALLED. COORDINATE EXISTING THAT REMAINED AFTER REMOVALS WITH REMOVAL DRAWINGS. 40 Co!d Spring Rood I Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 - 4899 advent 55 North Main Street Meat Hartford, CT 06107 860-561-6210 Fax 860-561-6213 j A l WEGLERASSOWUM 51 Depot St., Suite 214, Wotertown, Cr 06795 Phone: 18601945-6955 Fox: (860) 274-9540 qql ARC CTURE T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: 0:;ik-TA QIIISEi3BERRY ARCARI ARCHITECTS, LLC Nvww. q a-architects.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 or 1�11vi, ®`Iz;e�pr. i�U;Z-'- No.17601 ; �iz ©*. 4 , Description: ELECTRICAL 2ND FLOOR POWER & LIGHTING PLANS Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: BAB Sheet #: 105 1 J Z3-9 DUCT HEATER Z3-10 DUCT HEATER THIRD FLOOR PLAN — POWER 0 4' 8' 16' SCALE: 1 /8" = 1'-O" SEE SHEET E601 FOR ELECTRICAL WORK ITEMS COORDINATE FINAL LOCATION OF FURNITURE CONIvEC T 1UN3 IN THE FIELD SEE ENLARGED PLAN, THIS SHEET, FOR ELECTRICAL RACEWAY INFORMATION. RELOCATED TRANSFORMER PROVIDE (1) 1 P, 20A HOMERUN EACH FOR PRE -ACTION CONTROL PANEL & AIR COMPRESSOR: CONTRACTOR SHALL HOMERUN TO EXISTING PANEL P3 OR MAKE SPACE IN PANEL P313. T T PANEL P3 PANEL. L3 PROVIDE PANEL H PROVIDE PANEL P3C PROVIDE PANEL P3B PROVIDE TRANSFORMER FOR PANEL P3B ENLARGED PARTIAL THIRD FLOOR PLAN 0 2' 4' 8' SCALE: 1 /4" = 1'-0" MENI 71 EXISTING LIGHT FIXTURES AND nrt ATrn c11A1.Tn1 "sin PROVIDE (2) CHANNEL STEEL R6 RACEWAY WIREMOLD 4000. PROVIDE (10) DUAL RJ45 DATA JACKS IN ADDITION TO RECEPTACLE LAYOUT SHOWN. I/ r--- P313-22-------------MR—i3 P3B-21 -- I I � I I I i P3B-24 &G P3B-2i / PARTIAL THIRD FLOOR PLAN 0 2' 4' 8' SCALE: 1 /4" = 1'-O" THIRD FLOOR PLAN — LIGHTING 0 4' 8' 16' SCALE: 1 /8" = 1'-0" SEE SHEET E601 ELECTRICAL WORK FOR TEMS THESE DRAWING SHOW BOTH EXISTING ELECTRIC AND ELECTRIC TO BE INSTALLED. COORDINATE EXISTING THAT REMAINED AFTER REMOVALS WITH REMOVAL DRAWINGS. 40 Cold Spring Road Rocky Hill, CT06067 T (860) 257 - 4900 F (860) 257 -48N advent 55 North Main Street West Hartford, CT 06107 860-561-6210 Fax 860-561-6213 a � WEGLERASSOCKM 51 Depot St., Suite 214, wotedc.n, CT 06795 Phone: (860) 945-6955 Fov f860) 274-9540 QQ ARC CTURE T (203) 725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: 1 X�'VA QUISERiBERRY ARCARI ARCHITECTS, LLC www.qa--.irchitec-ts.com T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 Sheet Description: ELECTRICAL 3RD FLOOR POWER & LIGHTING PLANS Issue Dates: AUGUST 10, 2012 Scale: Project #: Drawn By: G138-02 BAB Sheet #: 106 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 -4899 O ENLARGED PARTIAL FIRST FLOOR PLAN 0 2' 4' 8' SCALE: 1 /4" = 1'-0" ROOF PLAN 0 4' 8' 16' SCALE: 1 /8" = 1'-0" SEE SHEET E601 FOR ELECTRICAL WORK ITEMS THESE DRAWING SHOW BOTH EXISTING ELECTRIC AND ELECTRIC TO BE INSTALLED. COORDINA I E EXIS I ING I HA I REMAINED AFTER REMOVALS WITH REMOVAL DRAWINGS. advent 55 North Main Street West Hartford. CT 06107 860-561-6210 Fax 860-561-6213 KUEGLERASSOgAT6 51 Depot St., Suite 214, Watedov . CT 06795 Pho :(860)945-6955 FM: (860) 274-9540 q ARC CTURE T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association With: 6r.lj QUISENBERRY ARCARI ARCHITECTS, LLC vv .qa-architectsxom T (860) 677-4594 F (860) 677-8534 318 Main Street Fartnington, CT 06032 JI 1t0Q�1tttrtrttttti 01: COlyIyi�>,®moo ;'► ".i .•4j rig � `� � � a. T— V V1 TL *4YF %X LJMMJ t� V sue' 0 l rq7 . ter. s nn t a a w X0 Description: ELECTRICAL PARTIAL 1ST FLOOR & ROOF PLANS Issue Dates: AUGUST 10, 2012 Scale: Project #: G1318-02 Dram By: BAB Sheet #: i 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257 -4899 WALK THROUGH LIGHTING IF INDICATED "ON ALL THE TIME" WITH OR WITH OUT BATTERY BACK-UP AS INDICATED EXIT SIGNS WITH BATTERY BACK UP EMERGENCY LIGHTS WITH BATTERY BACK UP { k NUMBER AND TYPE OF LIGHT FIXTURES PER PLAN NUMBER PER PLAN AND AS REQUIRED FOR PROPER FUNCTION UN -SWITCH LIGHT CIRCUIT PROVIDE PANEL P18 SEE SCHEDULES T OCCUPANCY SENSOR DETECTORS PROVIDE JUNCTION BOX PROVIDE 30KVA 3 PHASE, K13 RATED SD 0S S OS HOMERUN TO POWER SOURCE, DRY -TYPE TRANSFORMER SUCH AS CIRCUIT BREAKER PANEL 480V DELTA PRIMARY BUILDING ICI ICI _ OR UPSTREAM ROOM/AREA 208/120V SECONDARY STEEL SINGLE SWITCH LIGHT CIRCUIT OCCUPANCY SENSOR RELAY 0 0 $3 $4 $3 PROVIDE NEUTRAL TO SWITCHES SINGLE SWITCH Met 3 AND 4 WAY SWITCHES TYPICAL LIGHT CIRCUIT WITH OCCUPANCY SENSORS NO SCALE OCCUPANCY SENSOR SPECIFICATION 1. The Dual Technology sensor shall be capable of detecting presence in the control area by detecting doppler shifts in transmitted ultrasound and passive infrared heat changes. 2. Sensor shall utilize Dual Sensing Verification Principle for coordination between ultrasonic and PIR technologies. Detection verification of both technologies must occur in order to activate lighting systems. Upon verification, detection by either shall hold lighting on. 3. Sensor shall have a retrigger feature in which detection by either technology shall retrigger the lighting system on within 5 seconds of being switched off. 4. Ultrasonic sensing shall be volumetric in coverage with a frequency of 40 KHz. It shall utilize Advanced Signal Processing which automatically adjusts the detection threshold dynamically to compensate for constantly changing levels of activity and air flow throughout controlled space. 5. Sensor shall be capable of comer mounting to a wall or ceiling in order to eliminate detection through open doorways and outside of controlled area. To provide superior small motion detection and immediate activation upon entry, coverage of both technologies must be complete and overlapping throughout the controlled area. 6. To avoid false ON activations and to provide immunity to RFI and EMI, Detection Signature Analysis shall be used to examine the frequency, duration, and amplitude of a signal, to respond only to those signals caused by human motion. 7. Sensor shall operate at 24 VDC/VAC and halfwave rectified and utilize a Watt Stopper power pack. 8. The PIR technology shall utilize a temperature compensated, dual element sensor and a multi —element Fresnel lens. The lens shall be Poly IR4 material to offer superior performance in the infrared wavelengths and filter short wavelength IR, such as those emitted by the sun and other visible light sources. The lens shall have grooves facing in to avoid dust and residue build up which affects IR reception. 9. The lens shall cover up to 2000 sq ft for walking motion when mounted at 10 ft and 1000 sq ft of desktop motion. 10. DT-200 sensors shall have an additional single —pole, double throw isolated relay with normally open, normally closed and common outputs. The isolated relay is for use with HVAC control, data logging, and other control options. 11. Sensors shall utilize SmartSet' technology to optimize time delay and sensitivity settings to fit occupant usage patterns. The use of SmartSet shall be selectable with a DIP switch. 12. Sensors shall have a time delay that is adjusted automatically (with the SmartSet setting) or shall have a fixed time delay of 5 to 30 minutes, set by DIP switch. 13. Sensors shall feature a walk—through mode, where lights turn off 3 minutes after the area is initially occupied if no motion is detected after the first 30 seconds. 14. Sensor shall have an override ON function for use in the event of a failure. 15. Sensor shall have a built—in light level sensor that works from 10 to 300 footcandles. 16. Sensor shall have 8 occupancy logic options for customized control to meet application needs. 17. Sensor shall have a manual on function that is facilitated by installing a momentary switch. 18. Each sensing technology shall have an LED indicator that remains active at all times in order to verify detection within the area to be controlled. The LED can be disabled. 19. To ensure quality and reliability, sensor shall be manufactured by an ISO 9002 certified manufacturing facility and shall have a defect rate of less than 1/3 of 1%. 20. Sensor shall have standard 5 year warranty and shall be UL and CUL listed. PROVIDE 3 POLE, 225A BREAKER IN MDP FOR PANEL H FEEDER CONNECT FEEDER FOR PANEL 1B TO SPARE 50A, 3 POLE BREAKER (SPARE OF EITHER HVAC 3-3 OR 3-2) PROVIDE PANEL H SEE SCHEDULES EXISTING MDP 2-1/2" EMT WITH (4) 4/0 & (1) #4 EGC SINGLE LINE POWER RISER DIAGRAM NO SCALE EXISTING FEEDERS TO BE REPLACED PROVIDE EXISTING PANEL PANEL P2C P26 WITH MAIN 0 SEE SCHEDULES PROVIDE FEEDER: PROVIDE (1) 100A, 3 POLE BREAKER IN PANEL P2B T WITH 1-1/4" EMT WITH (4) #3 & (1) #8 EGC. BUILDING STEEL VERIFY TRANSFORMER AND PANEL IS FED BY MDP. POSSIBLY LABELED "J.H. PANEL" IF NOT PROVIDED 125A, 3 POLE BREAKER IN MDP AND PROVIDE FEEDER OF 1-1 4" EMT WITH (3) #1 & (1) #6 EGC. TRANSFER REMAINING EXISTING CIRCUITS TO EXISTING PANEL EXISTING REPLACEMENT PANEL PANEL P3 PANEL L3 P3B 125A MAIN T EXISTING 45KVA TRANSFORMER TO BE RELOCATED TO BE REPLACED IN NEW LOCATION: SEE SCHEDULES. PROVIDE 75KVA 3 PHASE, K13 RATED DRY —TYPE TRANSFORMER 480V DELTA PRIMARY 208/120V SECONDARY T EXISTING 75KVA TRANSFORMER FEEDERS: F1 = 1" EMT WITH (3) #8 & (1) #10 EGC F2 = 1-1 /4"C WITH (4) #3 & (1) #8 EGC F3 = 2"C WITH (4) 4/0 & (1) #4 EGC PROVIDE PANEL P3B SEE SCHEDULES 2 GEC BUILDING STEEL SINGLE LINE THIRD FLOOR POWER RISER DIAGRAM NO SCALE PROVIDE PANEL P3C SEE SCHEDULES FEEDERS: F1 = 1" EMT WITH (3) #8 & (1) # 10 EGC F2 = 1-1 /4"C WITH (4) #3 & (1) #8 EGC F3 = 2"C WITH (4) 4/0 & (1) #4 EGC 55 North Main Street West Hartford, CT 06107 860-561-6210 Fax 860-561-6213 —® !O,Arl , KUEGLERASSOCKES 51 Depot St., Suite 214, Watertown, CT 06795 Phone: )860)945-6955 Fox: (860) 274-9540 hie ARC CTURE T (203)725-6335 44 Northwest Drive Watertown, CT 06795 In Association \Vth: rZ� QUISE\BERRY ARCARI ARCI-IITECTS, LLC www.ga-atchitects.com T (860) 677-4594 r (860) 677-8534 318 Main Street F,,u nington, CT 06032 H V C) S40 � A ZPQ O COO CA � OJ H Z tag Ci) Z 0. M�f d- a:� Description: ELECTRICAL DETAILS & RISER DIAGRAMS Issue Dates: AUGUST 10, 2012 i Scale: Project #: G138-02 Drawn By: BAB Sheet #: f7 D4PLI P1B ef346nRann IM1FR0AR,� Clas.• LIGHTING Min .t: 10K lr Type: GE AQ Remark: SERVICE 208Y/120 Volts, 3 Phase, 4 Wire S/E Label: NO PANELBOARD CONFIGURATION 200 AMPERE MAIN BUS Entrance: BOTTOM Trim: SURFACE EquipmentGround Bus: YES MAIN Type: 100AMP MCCB Wire Size: #1-310 NUMBER PER PHASE:1 200% NEUTRAL BUSS BRANCH CIRCUITS Branch Protective Devices: MOLDED CASE CIRCUIT BREAKERS, BOLT -ON TYPE Ckt No. Circuit Designation KVA Load Num. Pole Trip Amps Frame Amps Wire (min.), PANEL SCHED NOTE# 1 MODULAR FURNITURE -131 3 20 100 (2) #12 & (1) #12 EGC, NOTE B 2 MODULAR FURNITURE -131 3 20 100 (2) #12 & (1) #12 EGC, NOTE B 3 ----- (2) #12 & (1) #12 EGC, NOTE B 4 ----- (2) #12 & (1) #12 EGC, NOTE B 5 ----- (2) #12 & (1) $12 EGC, NOTE B 6 ----- (2) #12 & (1) #12 EGC, NOTE B 7 MODULAR FURNITURE -123 3 20 100 (2) #12 & (1) #12 EGC, NOTE B 8 MODULAR FURNITURE -114 3 20 100 (2) #12 & (1) #12 EGC, NOTE B 9 ----- (2) #12 & (1) #12 EGC, NOTE B 10 ----- (2) #12 & (1) #12 EGC, NOTE B 11 ----- (2) #12 & (1) #12 EGC, NOTE B 12 ----- (2) #12 & (1) #12 EGC, NOTE B 13 RECPT -101, 131 GENERAL PURPOSE 0.6 1 20 100 (2) #12 & (1) #12 EGC 14 RECPT - ELECTRIC WATER COOLER. 0.2 1 20 100 (2) #12 & (1) #12 EGC 15 RECPT -130, 132 0.6 1 20 100 (2) #12 & (1) #12 EGC 16 RECPT -123 COPIER 0.2 1 20 100 (2) #12 & (1) #12 EGC 17 RECPT -123 PRINTERS 0.2 1 20 100 (2) #12 & (1) #12 EGC 18 RECPT -116 FLAT PANEL TV 0.2 1 20 100 (2) #12 & (1) #12 EGC 19 RECPT - 118,119,120 0.9 1 20 100 (2) #12 & (1) 412 EGC 20 RECPT-133,136, 138 1.1 1 20 100 (2) #12 & (1) #12 EGC 21 SPARE 1 100 22 RECPT - I I I COFFEE & TV 0.4 1 20 100 (2) #12 & (1) #12 EGC 23 RECPT -100 TV 0.2 1 20 100 (2) #12 & (1) #12 EGC 24 25 26 27 28 29 PRE -ACTION (IPFPP#1) CONTROL PANEL 1 20 100 (2) #12 & (1) #12 EGC 30 PRE -ACTION (IPFPP#1) AIR COMPRESSOR 1 20 100 (2) #12 & (1) #12 EGC 31 FILE ROOM 134 - CLEAN AGENT POWER 1 20 100 (2) #12 & (1) #12 EGC 32 FAN COILS (Z1-1, 2, 3, 4, 5) 1.1 2 20 100 (3) #12 & (1) #12 EGC 33 FAN COILS (Z1-6A, 6B, 7) 1.2 2 20 100 (3) #12 & (1) #12 EGC 34 ----- 35 ----- 36 FAN COILS (Z1-8, 9, 10, 11, 12,13) 1.6 2 20 100 (3) #12 & (1) #12 EGC 37 FAN COILS (Z1-14,15,16,17) 0.9 2 20 100 (3) #12 & (1) #12 EGC 38 ----- 39 ----- 40 EXHAUST FAN (EF-1) 1 20 100 (2) 412 & (1) #12 EGC 41 42 Total KVA: 9.3 PANELBOARD EXG L1 Class: LIGHTING Circuit Short Rating (Min.): Type: CUTLER HAMMER PRL3a Remark. EXISTING PANEL L1 SERVICE 480Y/277 Volts, 3 Phase, 4 Wire SIE Label: NO PANELBOARD CONFIGURATION 250 AMPERE MAIN BUS Entrance: Top Trim: FLUSH EquipmentGround Bus: YES MAIN Type: MLO Wire Size: _NUMBER PER PHASE: _ BRANCH CIRCUITS Branch Protective Devices: MOLDED CASE CIRCUIT BREAKERS, BOLT -ON TYPE Ckt No. CtrcuitDesignation KVA Load Num. Pole Trip Amps Frame Amps Dire (rain.), PANEL SCHED NOTE# 1 EXISTING 1 20 125 EXISTING 2 EXISTING 1 20 125 EXISTING 3 EXISTING 1 20 125 EXISTING 4 EXISTING 1 20 125 EXISTING 5 EXISTING 1 20 125 EXISTING 6 EXISTING 1 20 125 EXISTING 7 EXISTING 1 20 125 EXISTING 8 EXISTING 1 20 125 EXISTING 9 EXISTING 1 20 125 EXISTING 10 EXISTING 1 20 125 EXISTING 11 EXISTING 1 20 125 EXISTING 12 LTG-101,106, 142 1 20 125 (2) #12 & (1) #12 EGC 13 LTG - 133,136,137,138,139,141 1 20 125 (2) #12 & (1) #12 EGC 14 LTG -131 1 20 125 (2) #12 & (1) #12 EGC 15 LTG-111,112, 114,118 1 20 125 (2) 012 & (1) 912 EGC 16 LTG -123 1 20 125 (2) #12 & (1) #12 EGC 17 LTG-124,125, 126, 127, 128, 130,132 1 20 125 (2) #12 & (1) #12 EGC 18 EXISTING PANEL P1 VIA TRANSFORMER 3 50 125 EXISTING 19 LTG-116,117, 119, 120,121, 134,143 1 20 125 (2) 912 & (1) #12 EGC 20 ----- 125 21 LTG-113,115, 122 1 20 125 (2) #12 & (1) #12 EGC 22 ----- 125 23 DUCT HEATERS (Z1-1, Z1-3) 1 20 125 (2) #12 & (1) #12 EGC 24 DUCT HEATERS (Z1-12, Z1-13, Z1-15, Z1-17) 1 20 125 (2) #12 & (1) #12 EGC Total KVA: 0.0 125 PANEL SCHEDULE NOTES A) "EXISTING' CIRCUITS MAYBE REMAIN OR BE REMOVED DEPENDING ON WHAT IS REMOVED. IF ALL LOADS HAVE BEEN REMOVED MARK AS SPARE FOR REUSE B) CIRCUITS FEEDING MODULAR FURNITURE. CIRCUITS SHALL MATCH MODULAR FURNITURE WHICH MUST BE VERIFIED BY THE CONTRACTOR. PROVIDE A NEUTRAL WHICH EACH LINE, TYPICAL 8 CONDUCTORS, 3 LINES, 3 NEUTRALS AND 2 GROUNDS, C) EXISTING CIRCUITS THAT REMAIN PRIOR TO RELOCATION OF PANEL. EXTEND CIRCUIT HOME RUNS AS REQUIRED. PROVIDE ALL NEW BREAKERS, IF THERE ARE LESS CIRCUITS THAN SHOWN MARK BREAKER AS SPARE PANELBOARD P2C Chss. I IGHTIIVV Circu"Short Rating (IM l.I- IAVAIr Type: GE AQ Remark: FEED BY EXISTING PNL P213 SERVICE 208Y/120 Volts, 3 Phase, 4 Wre SIE Label: NO PANELBOARD CONFIGURATION 200 AMPERE MAIN BUS Entrance-. BOTTOM Trim: SURFACE EquipmentGround Bus: YES MAIN Type: MLO Wre Size: #1-3/0 NUMBER PER PHASE: 1 BRANCH tylRirl ZITS Branch Protective Devices: MOLDED CASE CIRCUIT BREAKERS, BOLT -ON TYPE Ckt No. CircuitDesignation KVA Load Num Pole Trip Amps Frame Amps Wre (min.), PANEL SCHED NOTE # 1 MODULAR FURNITURE - 206 3 20 100 (2) #12 & (1) #12 EGC, NOTE B 2 MODULAR FURNITURE - 206 3 20 100 (2) #12 & (1) #12 EGC, NOTE B 3 ----- - (2) #12 & (1) #12 EGC, NOTE B 4 ----- (2) #12 & (1) #12 EGC, NOTE B 5 ----- - (2) #12 & (1) #12 EGC, NOTE B 6 ----- (2) 412 & (1) #12 EGC, NOTE B 7 MODULAR FURNITURE - 206 3 20 100 (2) #12 & (1) #12 EGC, NOTE B 8 MODULAR FURNITURE - 223 3 20 100 (2) #12 & (1) #12 EGC, NOTE B 9 ----- (2) #12 & (1) #12 EGC, NOTE B 10 ----- (2) #12 & (1) #12 EGC, NOTE B 11 ----- (2) #12 & (1) #12 EGC, NOTE B 12 ----- (2) #12 & (1) #12 EGC, NOTE B 13 MODULAR FURNITURE - 231 3 20 100 (2) #12 & (1) #12 EGC, NOTE B 14 RECPT - 200 GENERAL PURPOSE 0.2 1 20 100 (2) #12 & (1) #12 EGC 15 ----- (2) #12 & (1) #12 EGC, NOTE B 16 RECPT - ELECTRIC WATER COOLER 0.2 1 20 100 (2) #12 & (1) #12 EGC 17 ----- (2) #12 & (1) #12 EGC, NOTE B 18 RECPT -240 FLAT PANEL TV 0.2 1 20 100 (2) #12 & (1) #12 EGC 19 RECPT - 240 0.8 1 20 100 (2) #12 & (1) #12 EGC 20 RECPT - 240 0.6 1 20 100 (2) 012 & (1) #12 EGC 21 RECPT - 240 1.1 1 20 1 100 (2) #12 & (1) #12 EGC 22 RECPT - 206 PRINTER 0.2 1 20 1 100 (2) #12 & (1) 012 EGC 23 RECPT - 206 DESKS 1.1 1 20 100 (2) #12 & (1) #12 EGC 24 RECPT - 206 PRINTER 0.2 1 20 100 (2) #12 & (1) #12 EGC 25 RECPT - 206 PRINTER 0.2 1 20 100 (2) #12 & (1) #12 EGC 26 RECPT - 231 COPIER 0.2 1 20 100 (2) #12 & (1) #12 EGC 27 RECPT - TELLER STATION PRINTER 0.2 1 20 100 (2) #12 & (1) #12 EGC 28 RECPT-214 0.6 1 20 100 (2) #12 & (1) #12 EGC 29 RECPT - 222 FLAT PANEL TV 0.2 1 20 100 (2) #12 & (1) 012 EGC 30 RECPT - DEDICATED - REFRIGERATOR 0.2 1 20 100 (2) #12 & (1) #12 EGC 31 RECPT - DEDICATED - REFRIGERATOR 0.2 1 20 100 (2) #12 & (1) #12 EGC 32 FAN COILS (Z2-1, 2, 3, 4) 1.6 2 20 100 (3) #12 & (1) #12 EGC 33 FAN COILS (Z2-5, 6A, 6B, 7) 1.8 2 20 100 (3) #12 & (1) #12 EGC 34 ----- 35 ----- 36 FAN COILS (Z2-8, 9,10) 0.7 2 20 100 (3) #12 & (1) #12 EGC 37 FAN COILS (Z2-11,12, 13,14) 1.2 2 20 100 (3) #12 & (1) #12 EGC 38 ----- 39 ----- 40 EXHAUST FAN (EF-2) 1 20 100 (2) #12 & (1) 912 EGC 41 RECPT -STACKED MICROWAVES 0.4 1 20 100 (2) 412 & (1) 912 EGC 42 RECPT - 240 QUAD FLOOR 0.8 1 20 100 (2) #12 & (1) #12 EGC Total KVA: 12.8 PANELBOARD EXG L2 Class: LIGHTING Circuit Short Rating (Min.): Type: CUTLER HAMMER PRL3a Remark: EXISTING PANEL L2 SERVICE 480Y/277 Volts, 3 Phase, 4 Me SIE Label. NO PANELBOARD CONFIGURATION 250 AMPERE MAIN BUS Entrance: Top Trim: FLUSH EquipmentGround Bus: YES MAIN Type: MLO Wre See: _NUMBER PER PHASE: _ BRANCH CIRCUITS Branch Protective Devices: MOLDED CASE CIRCUIT BREAKERS, BOLT -ON TYPE Ckt No. CircuitDesignation KVA Load Num Pole Trip Amps Frame Amps Wre (min.), PANEL SCHED NOTE 1 EXISTING 1 20 125 EXISTING 2 EXISTING PANEL P3 VIA 45KVA TRANS 3 50 125 EXISTING 3 1EXISTING 1 20 125 EXISTING 4 --- - - 125 EXISTING 5 EXISTING 1 20 125 EXISTING 6 -- - - 125 EXISTING 7 EXISTING 1 20 125 EXISTING 8 EXISTING 1 20 125 EXISTING 9 EXISTING 1 20 125 EXISTING 10 EXISTING 1 20 125 EXISTING 11 EXISTING 1 20 125 EXISTING 12 LTG - 200 1 20 125 (2) #12 & (1) #12 EGC 13 LTG - 209, 210, 211, 212, 213, 214 1 20 125 (2) #12 & (1) 412 EGC 14 LTG - 240, 241, 242, 244 1 20 125 (2) #12 & (1) #12 EGC 15 LTG - 206 1 20 125 (2) #12 & (1) #12 EGC 16 LTG - 206 1 20 125 (2) #12 & (1) #12 EGC 17 LTG - 223 1 20 125 (2) #12 & (1) #12 EGC 18 LTG - 231 1 20 125 (2) #12 & (1) #12 EGC 19 EXISTING 1 20 125 EXISTING 20 LTG - 221, 222, 224, 225, 226, 228 1 20 125 (2) #12 & (1) #12 EGC 21 EXISTING 1 20 125 EXISTING 22 EXISTING 1 20 11 125 EXISTING 23 SPACE 1 125 24 SPACE 1 125 25 SPACE 1 125 26 SPACE 1 125 27 SPACE 1 1 125 28 SPACE 1 125 29 SPACE 1 125 30 SPACE 1 125 31 SPACE 1 125 32 SPACE 1 1 125 33 SPACE 1 125 34 SPACE 1 125 35 SPACE 1 125 36 SPACE 1 125 37 SPACE 1 1 125 38 ISPACE 1 125 39 SPACE 1 125 40 DUCT HEATER (Z2-10) 1 20 125 (2) 912 & (1) #12 EGC 41 DUCT HEATER (Z2-12) 1 20 125 (2) #12 & (1) #12 EGC 42 DUCT HEATER (Z2-13) 1 20 125 (2) #12 & (1) #12 EGC Total KVA: 0.0 DAPIM DnADFI f NVLLUV/'ll\IJ P3B t-1, ,.• I Ir1JTIKIr_ n; 401. 4D-4;-- IRA;- I. 4AVAIn I, IQJJ. UVI 11 IVV t/rWll JIIUI LI\atllly t1V111I. /. IVf\ttIL Type: GE AQ Remark: REPLACES EXISTING PANEL P313 SERVICE 208Y/120 Volt, 3 Phase, 4 Wire SIE Label: NO PANELBOARD CONFIGURATION 225 AMPERE MAIN BUS Entrance: BOTTOM Trim: SURFACE EquipmentGround Bus: YES MAIN Type: 225AMP MCCB WITH FEED THROUGH LUGS Wlre Size: 410 NUMBER PER PHASE: 1 200% NEUTRAL BUSS BRANCH rlRrl ZI­1 1TS Branch Protective Devices: MOLDED CASE CIRCUIT BREAKERS, BOLT -ON TYPE Ckt No. CtrcuitDesignation KVA Load Num. Pole Trip Amps Frame Amps Wire (min.), PANEL SCHED NOTE # 1 EXISTING 1 20 100 EXISTING, NOTE A & C 2 EXISTING 1 20 100 EXISTING, NOTE A & C 3 EXISTING 1 20 100 EXISTING, NOTE A & C 4 EXISTING 1 20 100 EXISTING, NOTE A & C 5 EXISTING 1 20 100 EXISTING, NOTE A & C 6 EXISTING 1 20 100 EXISTING, NOTE A & C 7 EXISTING 1 20 100 EXISTING, NOTE A & C 8 EXISTING 1 20 100 EXISTING, NOTE A & C 9 EXISTING 1 20 100 EXISTING, NOTE A & C 10 EXISTING 1 20 100 EXISTING, NOTE A & C 11 EXISTING 1 20 100 EXISTING, NOTE A & C 12 EXISTING 1 20 100 EXISTING, NOTE A & C 13 EXISTING 1 20 100 EXISTING, NOTE A & C 14 EXISTING 1 20 100 EXISTING, NOTE A & C 15 EXISTING 1 20 100 EXISTING, NOTE A & C 16 EXISTING 1 20 100 EXISTING, NOTE A & C 17 EXISTING 1 20 100 EXISTING, NOTE A & C 18 EXISTING 1 20 100 EXISTING, NOTE A & C 19 EXISTING 1 20 100 EXISTING, NOTE A & C 20 EXISTING 1 20 100 EXISTING, NOTE A & C 21 BOARD ROOM 325 - TEMPORARY RACEWAY 0.8 1 20 100 (2) #12 & (1) #12 EGC 22 BOARD ROOM 325 - TEMPORARY RACEWAY 0.8 1 20 100 (2) #12 & (1) #12 EGC 23 BOARD ROOM 325 - TEMPORARY RACEWAY 0.8 1 20 100 (2) #12 & (1) #12 EGC 24 BOARD ROOM 325 - TEMPORARY RACEWAY 0.8 1 20 100 (2) #12 & (1) #12 EGC 25 BOARD ROOM 325 - TEMPORARY RACEWAY 0.3 1 20 100 (2) #12 & (1) #12 EGC 26 BOARD ROOM 325 - TEMPORARY RACEWAY 0.8 1 20 100 (2) #12 & (1) #12 EGC 27 BOARD ROOM 325 - TEMPORARY RACEWAY 0.4 1 20 100 (2) #12 & (1) #12 EGC 28 SPACE 1 100 29 ICONTROL UNITS (CU-1A & CU-113) 0.4 2 20 100 (3) #12 & (1) #12 EGC 30 CONTROL UNIT (CU-2) 0.3 2 20 100 (3) #12 & (1) #12 EGC 31 ----- 32 ----- 33 CONTROL UNIT (CU-3) 0.3 2 20 100 (3) #12 & (1) #12 EGC 34 HEAT RECOVERY UNIT (HRU-1) 2.0 2 15 100 35 ----- 36 ----- 37 HEAT RECOVERY UNIT (HRU-2) 3.0 3 15 100 (3) #12 & (1) #12 EGC 38 HEAT RECOVERY UNIT (HRU-3) 3.0 3 15 100 (3) #12 & (1) #12 EGC 39 --- 40 ----- 41 ----- 42 ----- Total KVA: 14.3 PANELBOARD EXG L3 Class: LIGHTING Circuit Short Rating (Min.): Type: CUTLER HAMMER PRL3a Remark: EXISTING PANEL L3 SERVICE 480YI277 Volts, 3 Phase, 4 Wre S/E Label: NO PANELBOARD CONFIGURATION 250 AMPERE MAIN BUS Entrance: Tap Trim FLUSH EquipmentGround Bus: YES MAIN Type: MLO Wire Size: _NUMBER PER PHASE: _ BRANCH CIRCUITS Branch Protective Devices: MOLDED CASE CIRCUIT BREAKERS, BOLT -ON TYPE Ckt No. Circuit Designation KVA Load Num Pole Trip Amps Frame Amps Wre (min.), PANEL SCHED NOTE # 1 EXISTING 1 20 125 EXISTING 2 EXISTING PANEL P3 VIA 45KVA TRANS 3 50 125 EXISTING 3 EXISTING I 1 20 125 1EXISTING 4 ---- - - 125 EXISTING 5 EXISTING 1 20 125 EXISTING 6 ---- - - 125 EXISTING 7 EXISTING 1 20 125 EXISTING 8 EXISTING 1 20 125 EXISTING 9 EXISTING 1 20 125 EXISTING 10 EXISTING 1 20 125 EXISTING 11 EXISTING 1 20 125 EXISTING 12 EXISTING 1 20 125 EXISTING 13 EXISTING 1 20 125 EXISTING 14 EXISTING 1 20 125 EXISTING 15 EXISTING 1 20 125 EXISTING 16 EXISTING 1 20 125 EXISTING 17 EXISTING 1 20 125 EXISTING 18 EXISTING 1 20 125 EXISTING 19 EXISTING 1 20 125 EXIST ING 20 EXISTING 1 20 125 EXISTING 21 EXISTING 1 20 125 EXISTING 22 EXISTING 1 20 125 EXISTING 23 EXISTING 1 20 125 EXISTING 24 EXISTING 1 20 125 EXISTING 25 LTG - 300 1 20 125 (2) #12 & (1) #12 EGC 26 LTG - 302, 302a, 303, 304, 304a, 305 1 20 125 (2) #12 & (1) #12 EGC 27 LTG - 301 1 1 20 125 (2) #12 & (1) #12 EGC 28 LTG- 301 1 1 1 20 125 (2) #12 & (1) 012 EGC 29 LTG - 313 1 20 125 (2) #12 & (1) 012 EGC 30 LTG - 307, 308, 309, 310, 311, 314, 317 1 20 125 (2) #12 & (1) #12 EGC 31 LTG - 318 1 20 125 (2) #12 & (1) 912 EGC 32 LTG - 315, 316, 319, 320 1 20 125 (2) #12 & (1) #12 EGC 33 LTG - 321, 324, 326, 327, 328, 329, 330, 332,333 1 20 125 (2) #12 & (1) #12 EGC 34 LTG - 325 1 20 1 125 (2) #12 & (1) #12 EGC 35 DUCT HEATER (Z3-2) 1 20 1 125 (2) #12 & (1) #12 EGC 36 DUCT HEATER (Z3-9) 1 20 125 (2) #12 & (1) #12 EGC 37 DUCT HEATER, (Z3-10) 1 20 125 (2) #12 & (1) #12 EGC 38 PANEL P3B AND P3C VIA 75KVA TRANS 28.9 3 125 125 (3) #1 & (1) #6 EGC 39 SPACE 1 125 40 ----- 125 41 SPACE 1 125 42 ----- 125 Total KVA: 28.9 nARi171 DnAnn r-M14"DVYV\U P3C 11 1. SS: I LIIGHTIK' n;......;c[cc.....c0_9_.- IRA;- \. 4n1/111PI %114 J. Vr11 Nu V1I6UR011u1 trlauuy t141111.). IUrVA1V Type: GE AQ Remark: FED BY P313 SERVICE 208Y/120 Volts, 3 Phase, 4 Wire SIE Label: NO PANELBOARD CONFIGURATION 225 AMPERE MAIN BUS Entrance: BOTTOM Trim: SURFACE EquipmentGround Bus: YES MAIN Type: MLO Wire Size: 4/0 NUMBER PER PHASE:1 200% NEUTRAL BUSS BRANCH CIRCUITS Branch Protective Devices: MOLDED CASE CIRCUIT BREAKERS, BOLT -ON TYPE Ckt No. Circuit Designation KVA Load Num Pole Trip Amps Frame Amps Wire (min.), PANEL SCHED NOTE # 1 MODULAR FURNITURE - 301 3 20 100 (2) #12 & (1) #12 EGC, NOTE B 2 MODULAR FURNITURE - 301 3 20 100 (2) #12 & (1) #12 EGC, NOTE B 3 ----- (2) #12 & (1) #12 EGC, NOTE B 4 ----- (2) #12 & (1) #12 EGC, NOTE B 5 ----- (2) #12 & (1) #12 EGC, NOTE B 6 ----- (2) #12 & (1) #12 EGC, NOTE B 7 MODULAR FURNITURE - 301 3 20 100 (2) #12 & (1) #12 EGC, NOTE B 8 MODULAR FURNITURE - 313 3 20 100 (2) #12 & (1) #12 EGC, NOTE B 9 ----- (2) #12 & (1) #12 EGC, NOTE B 10 ----- (2) #12 & (1) #12 EGC, NOTE B 11 ----- (2) #12 & (1) #12 EGC, NOTE B 12 ----- (2) #12 & (1) #12 EGC, NOTE B 13 MODULAR FURNITURE - 318 3 20 100 (2) #12 & (1) #12 EGC, NOTE B 14 15 ----- (2) #12 & (1) #12 EGC, NOTE B 16 17 ----- - (2) #12 & (1) #12 EGC, NOTE B 18 RECPT - 313 DESKS 0.4 1 20 100 (2) #12 & (1) #12 EGC 19 RECPT - 300 GENERAL PURPOSE 0.4 1 1 20 100 (2) #12 & (1) 912 EGC 20 RECPT - ELECTRIC WATER COOLER 0.2 1 20 100 (2) 412 & (1) #12 EGC 21 RECPT - 301 GFCI 0.4 1 20 100 (2) 012 & (1) #12 EGC 22 RECPT - 325 TV, 328,329 0.6 1 20 100 (2) #12 & (1) 412 EGC 23 RECPT - 318 0.8 1 20 100 (2) #12 & (1) #12 EGC 24 RECPT - 318 PRINTER 0.2 1 20 100 (2) #12 & (1) #12 EGC 25 RECPT - 301 COPIER 0.2 1 20 100 (2) #12 & (1) #12 EGC 26 RECPT - 301 PRINTER 0.2 1 20 100 (2) #12 & (1) #12 EGC 27 RECPT - 313 PRINTER 0.2 1 20 100 (2) #12 & (1) #12 EGC 28 RECPT - 313 DESKS 1.4 1 120 100 (2) #12 & (1) #12 EGC 29 NETWORK 316 - CLEAN AGENT POWER 1 20 100 (2) #12 & (1) #12 EGC 30 ROOFTOP LIGHTS AND RECEPTACLES 1 20 100 (2) #12 & (1) #12 EGC 31 ELECTRIC WALL HEATERS (R1) 1 20 100 (2) #12 & (1) #12 EGC 32 FAN COILS (Z3-1, 2, 3, 4, 5) 1.2 2 20 100 (3) #12 & (1) #12 EGC 33 FAN COILS (Z3-6, 7, 8) 1.7 2 1 20 100 (3) 012 & (1) #12 EGC 34 ----- 35 ----- 36 FAN COILS (Z3-9,10,11, 12) 1.3 2 20 100 (3) #12 & (1) #12 EGC 37 FAN COIL (FC-1) 0.2 2 15 100 (3) #12 & (1) #12 EGC 38 ----- 39 ----- 40 HEAT PUMP (HP-4) 5.2 2 30 100 (3) #10 & (1) #10 EGC 41 EXHAUST FANS (EF-3, EF-4, EF-5) 1 20 100 (2) #12 & (1) #12 EGC 42 ----- Total KVA: 14.6 PANELBOARD H Class: LIGHTING Circuit Short Rating (Min.)-.10KAIC Type: GE AE Remark: PANEL FOR ROOF TOP HVAC EQ SERVICE 480 Volts, 3 Phase, 4 Wire SIE Label: NO PANELBOARD CONFIGURATION 225 AMPERE MAIN BUS Entrance: BOTTOM Trim: SURFACE EquipmentGround Bus: YES MAIN Type: MLO Wre Size: 3/0 NUMBER PER PHASE:1 BRANCH CIRCUITS Branch Protective Devices: MOLDED CASE CIRCUIT BREAKERS, BOLT -ON TYPE Ckt No. Circuit Designation KVA Load Num Pole Trip Amps Frame Amps Wire (min.), PANEL SCHED NOTE # 1 HEAT PUMP (HP-1) DISC A 10.8 3 15 100 (4) #12 & (1) #12 EGC 2 HEAT PUMP (HP-1) DISC B 13.3 3 25 100 (4) #10 & (1) #10 EGC 3 ----- 4 ----- 5 ----- 6 ----- 7 HEAT PUMP (HP-2) DISC A 13.3 3 25 100 (4) #10 & (1) #10 EGC 8 HEAT PUMP (HP-2) DISC B 19.1 3 30 100 (4) #10 & (1) #10 EGC 9 ----- 10 ----- 11 12 ----- 13 HEAT PUMP (HP-3) DISC A 13.3 3 25 100 (4) #10 & (1) #10 EGC 14 HEAT PUMP (HP-3) DISC B 13.3 3 25 100 (4) #10 & (1) #10 EGC 15 ----- - 16 ----- 17 ---- -- 18 ----- 19 100 20 100 21 100 22 100 23 100 24 100 25 100 26 100 27 100 28 100 29 100 30 100 31 100 32 100 33 100 34 100 35 100 36 100 37 100 38 100 39 100 40 100 41 100 42 100 Total KVA: 83.1 40 Cold Spring Road Rocky Hill, CT 06067 T (860) 257 - 4900 F (860) 257.4899 qqCTUREadvent T (203) 725-6335 44 Northwest Drive 55 North Main Street Watertown, CT 06795 Weat Hartford, In Association Wide CT 06107 860-561-6210 Fax 860-581-6213 L \v \, KUEGLERASSOGATES QUISENBERRY ARCARI 51 Depot St., Suite 214, ARCHITECTS, T.LC W olerto—, Ct 06795 Phone: (860) 945-6755 �.qa-arcbiteetsxcim Fox: (860; 274-9540 T (860) 677-4594 F (860) 677-8534 318 Main Street Farmington, CT 06032 Sheet Description: ELECTRICAL SCHEDULES Issue Dates: AUGUST 10, 2012 Scale: Project #: G138-02 Drawn By: BAB Sheet #: 600 LIGHTING FIXTURE AND CONTROL DEVICE SCHEDULE [1] FIXTURE LAMPING FIXTURE BALLAST(S) NOTE(S) INSTALLATION & MOUNTING TYPE DESCRIPTION MANUFACTURER / CATALOG NO.* QTY WATTS TYPE COLOR [2] [3][5j OPERATING [7] [8] ES K DEGREES ft VOLTS [6j PLUS EXISTING 2'x4' RECESSED LIGHT FIXTURE TO BE EA CLEAN FIXTURES AND RELAMP 3500 277V NOTE 9 CEILING RECESSED LAY -IN GRID RELOCATED TO ACCOMMODATE NEW CEILING EB n nDr rhv,1JnrIlIn`7ln GroY.nL nnrInrnJOnrnU LInH TI rrinrl Un\rT CLEAN FIXTURES AND RELAMP 3500 277V NOTE 9 CEILING RECESSED LAY -IN GRID RELOCATED TO ACCOMMODATE NEW CEILING EC EXISTING ROUND SURFACE LIGHT FIXTURE TO BE CLEAN FIXTURES AND RELAMP 277V NOTE 9 CEILING SURFACE RELOCATED TO ACCOMMODATE NEW CEILING A 2'x4' PENDANT COORDINATE TYPE WITH INTERIOR DESIGNER / ARCHITECT 3500 277V CEILING SURFACE, PENDANT HUNG B 2'x4' RECESSED FIXTURE MATCHING LOOK OF TYPE A RECOMMEND PURCHASING SAME BRAND AND TYPE AS 3500 277V NOTE 9 CEILING RECESSED LAY -IN GRID WITH BATTERY BACKED EMERGENCY BALLAST EXISTING. 14" DIAMETER 2-LAMP, ROUND DROPPED ACRYLIC C FLUORESCENT, BAKED WHITE ENAMEL FINISH STEEL LITHONIA110992 OR EQUAL 1&1 2& 277V SURFACE 3 W CIRCLINE HOUSING, MILK -WHITE MOLDED ACRYLIC DIFFUSER. R" On[ IKIn nDCKI CI III DCCI CrTnD DCOCeeCn nnIA1K1 V I\%JV IV L7 Vr LIV FULL REI LLV I VI\ 1\LVLQJLV uVVVIV I I LIGHT, 2-LAMP HORIZONTAL COMPACT LITHONIA/ LIF6 F602 OR EQUAL, COORDINATE DIMMING BALLAST D FLUORESCENT, LISTED IC, THRU-BRANCH WIRING, WITH DIMMER SWITCH 2 13W DTT 3500 277V CEILING RECESSED REFLECTOR - OPEN WHITE, W/ DIMMING ELECTRONIC BALLAST 2-HEAD EMERGENCY LIGHT UNIT, WHITE HIGH -IMPACT THERMOPLASTIC HOUSING, PROVIDES A MINIMUM 90 MINUTES (@18 WATTS LOAD) OF EMERGENCY EM2 ILLUMINATION, 6 VOLT SEALED MAINTENANCE -FREE LITHONIA / ELM618 OR EQUAL 2 9 K0906 HALOGEN 120VAC WALL SURFACE WALL SURFACE @ 7.5' AFF @7 5'MH, I FAD -CAL rIUM RATTFRY WITH TEST SWITCH AND STATUS INDICATOR FOR VISUAL AND MANUAL MEANS OF MONITORING SYSTEM OPERATION 2-HEAD EMERGENCY LIGHT UNIT, WHITE HIGH -IMPACT THERMOPLASTIC HOUSING, PROVIDES A MINIMUM 90 MINUTES (@54 WATTS LOAD) OF EMERGENCY EM4 ILLUMINATION, 6 VOLT SEALED MAINTENANCE -FREE LITHONIA / ELM654 OR EQUAL 2 12 MR24 HALOGEN 120VAC WALL SURFACE WALL SURFACE @ 7.5' AFF H1206 @7.5' AFF, LEAD -CALCIUM BATTERY WITH TEST SWITCH AND STATUS INDICATOR FOR VISUAL AND MANUAL MEANS OF MONITORING SYSTEM OPERATION HEADLESS EMERGENCY LIGHT UNIT, WHITE HIGH - IMPACT THERMOPLASTIC HOUSING, PROVIDES A MINIMUM 90 MINUTES (@18 WATTS LOAD) OF EMNH EMERGENCY ILLUMINATION, 6 VOLT SEALED LITHOI+ILA/ ELM618nh OR EQUAL MULTI VOLT WALL SURFACE @ 7.5' AFF MAINTENANCE -FREE LEAD -CALCIUM BATTERY WITH 1201277VAC TEST SWITCH AND STATUS INDICATOR FOR VISUAL AND MANUAL MEANS OF MONITORING SYSTEM OPERATION CI IDCAr`C WEATHER PROOF TWIN REMOTE HEAD, WHITE, VVI\t rL [_ EMR2 SEALED AND GASKETED, PROVIDE DIECAST LITHONIA / ELA 2-NX 2 12 NX H1206 6VDC EXTERIOR WALL SURFACE @ 7.5' AFF MOUNTING BOX AS REQUIRED SINGLE OR DUAL FACE EXIT SIGN WITH RED LETTERS, UNIVERSAL MOUNT CAPABILITIES, WHITE THERMOPLASTIC HOUSING, PROVIDES 90 MINUTES OF MULTI VOLT LA EMEKGENCY ILLUIOINA I IUN, SEALED MAIN I ENANUE- LI I HUNIA / BWC EL N UK EQUAL NA LED TVA NA TVA 120/277VAC HALL UK UEILING SUKFAUE FREE NICKEL -CADMIUM BATTERY WITH TEST SWITCH AND STATUS INDICATOR FOR VISUAL AND MANUAL MEANS OF MONITORING SYSTEM OPERATION. WINONA SERIES ILLISTRA #4801-30 WITH FLUORESCENT LAMP, CEILING SURFACE, PENDANT F ROUND PENDANT LIGHT OPAL ACRYLIC LENS, BRUSHED ALUMINUM FINISH, COORDINATE 277V HUNG, WITH INTERIOR DESIGNER 4' 2-LAMP, INDUSTRIAL SHADE FLUORESCENT, 5% UP SWIVEL STEM HANGER XX" , G LIGHT, WI ELECTRONIC BALLAST WITH LESS THAN 10% LITHONIA / 2EJA OR EQUAL 2 32W T8 3500 277V CHAIN HANGER 36", OR TONG THD. HANGER SHOWER LIGHT, 6" ROUND, TEMPER PRISMATIC LENSED, FULL REFLECTOR RECESSED DOWN LIGHT, 2- H LAMP HORIZONTAL COMPACT FLUORESCENT, LISTED LITHONIAI LF6 F6LF73 OR EQUAL 2 18W DTT 3500 120V CEILING RECESSED IC, WET LOCATION AND THRU-BRANCH TIRING, I ENIPEKED PKISMA I IL; GLASS LENS, W/ ELEU I KONIC BALLAST WITH LESS THAN 10% THD. J NOT USED CEILING SURFACE, PENDANT CONTRAST LIGHTING TEXTILE SERIES TINA B00720 7 DIAM. X 20" HUNG, DETERMINE MOUNTING K PENDANT 120V HIGH PENDANT, COORDINATE WITH INTERIOR DESIGNER HEIGHT IN FIELD WITH INTERIOR DESIGNER ROOF TOP, EXTERIOR, ENCLOSED AND GASKETED COMPACT FLUORESCENT, ALUMINUM ENCLOSURE AND BALLAST BOX. HEAT AND SHOCK RESISTANT, RT LOW GLARE PRISMATIC GLASS OPTICAL CHAMBER STONC0/ ROUGHLYTE / VWXL 1 26W TR T 3500 120V WALL SURFACE WITH NEOPRENE GASKETING. POLYESTER POWER COAT FINISH, STARTING TEMPERATURE: OF/-18C, UL 1598 LISTED FOR WET LOCATIONS OCCUPANCY SENSOR DETECTORS / OCCUPANCY OSD/OSR SENSOR RELAYS, SENSORS SHALL BE DUAL 277V TECHNOLOGY (PASSIVE INFRA RED AND ULTRASONIC) SOS PASSIVE INFRARED WALL SWITCH, PROGRAMMABLE, WATT STOPPER / PW-100 WITH MANUAL ON LIGHTING FXTURE AND CONTROL DEVICE SCHEDULE NOTES DESCRIPTION 1 GENERAL NOTE - CATALOG NUMBER MAY NOT SPECIFY ALL OPTIONS, ACCESSORIES, ADAPTERS THAT MUST BE PROVIDED FOR A COMPLETE INSTALLATION, OR SPARE ITEMS, SEE OTHER COLUMNS IN THIS SCHEDULE, CONTRACT DOCUMENTS AND ACTUAL CONDITIONS ENCOUNTERED. 2 GENERAL NOTE - ALL FLUORESCENT FIXTURES SHALL HAVE A SINGLE ELECTRONIC BALLAST POWERING ALL LAMPS, UNLESS OTHERWISE INDICATED. 3 GENERAL NOTE - 3 AND 4 LAMP FIXTURES CAN BE MULTIPLE BALLAST IF THAT'S THE STANDARD CONFIGURATION OF THE MANUFACTURER. 4 THIS FIXTURE IS USED FOR DUAL LIGHTING LEVEL CONTROL, TWO SWITCHED CIRCUITS; THUS REQUIRING THE USE OF MULTIPLE BALLASTS. FOR THREE LAMP FIXTURES PROVIDE (1) TWO LAMP BALLAST SWITCHING OUTER LAMPS AND (1) ONE LAMP BALLAST SWITCHING INNER LAMP. FOR FOUR LAMP FIXTURES PROVIDE (2) TWO LAMP BALLASTS SWITCHING INNER LAMPS TOGETHER AND OUTER LAMPS TOGETHER. F 'i CCKICD AI IAnTC AI I CI I InDCCr'CIJT CIVTI IDCC CUAI I UAXIC CI Cr'TDnAIIC1 D A I I AQTQ IKICTA KIT CTADT I AKADC IAfITW I CCC TUAKI OD Ent IAI Tn 10 DCDF'CNT TIJn I IKII CCQ nTUCDIAOCC Mir)I0 ATCn VLIVLI\rL. IVVI L-rtLLI LVVI\L.VVLIVI 117\IVI\L.-V VI WILL- IIrAVL L-LLV II\VIVIV UrILLnJIV, 114STAIV1 UTARI LI-tINIr'7, VVII II LLVV IItrill VI\L�+(Vf'{L I V I V I LI\VLIV I IIIV, UIVLLJV VI IILI\VVIVL II1lul'JI I LLJ. III 6 GENERAL NOTE - THE USE OF MULTI -VOLT BALLAST IS ACCEPTABLE IN LIEU OF SPECIFIED VOLTAGE INDICATED IN FIXTURE SCHEDULE. GENERAL NOTE - MOUNTING INDICATED SHOWS BASIC FIXTURE MOUNTING ARRANGEMENT. SEE ARCHITECTURAL AND OTHER DOCUMENTS FOR ADDITIONAL INFORMATION WHICH AMY EFFECT FIXTURE PLACEMENT AND MOUNTING 7 STRUCTURES (CEILING AND WALL CONSTRUCTION, ETC). PROVIDE MOUNTING ADAPTERS AS REQUIRED. 8 GENERAL NOTE - CONTRACTOR MUST PROVIDE ADJUSTMENTS (ALIGNMENTS AND FOCUSING) FOR FIXTURES WHICH ARE ADJUSTABLE. ADJUSTMENTS SHALL PROVIDE OPTIMAL ILLUMINATION OF AREA TO BE ILLUMINATED. ;]EXISTING ADJUSTMENTS SHALL BE MADE TO PROVIDE EVEN ILLUMINATION. 9 FIXTURES ARE MOSTLY EXPECTED TO BE 277V, HOWEVER THERE MAY BE FIXTURE OF OTHER VOLTAGES, PROVIDE CIRCUITS OF PROPER VOLTAGE. AS WIRED FIXTURES ARE ASSUMED 277V. ELECTRICAL WORK ITEMS 8 1 GENERAL 1. CONTRACTOR TO VERIFY EXISTING VOLTAGE OF ALL THE EXISTING LIGHT CIRCUITS AND SHALL PROVIDE WIRING, EQUIPMENT AND LIGHTING BALLAST TO MATCH VOLTAGE. 2. DUID\iiVG THE RE,4'vVALS, THE v0{:'TP,ACTOR SHALL KEEP TPtnvK vF SPARE BRANCH CIRCUITS FOR REUSE. PROVIDE TYPED AND PRINTED PANEL SCHEDULES FOR ALL CIRCUIT BREAKER PANELS EFFECTED SHOWING ALL EXISTING AND REVISED CIRCUIT INFORMATION. IT IS RECOMMENDED TO KEEP AND MAINTAIN PANEL SCHEDULES DURING ALL PHASES OF CONSTRUCTION. 3. DURING REMOVALS, MAINTAIN CONTINUITY OF POWER FOR ELECTRICAL DEVICES AND EQUIPMENT OUTSIDE THE AREA OF WORK OF FOR EQUIPMENT AND DEVICES THAT REMAIN. PROVIDE WIRING AS REQUIRED INCLUDING ADDITIONAL JUNCTION BOXES, RECONNECTIONS AND EXTENSION OF WIRING AS REQUIRED. 4. CONTRACTOR SHALL VERIFY THAT CIRCUIT LOADING MEETS CODE ON ALL CIRCUITS MODIFIED UNDER THIS CONTRACT. 5. CONTRACTOR SHALL VERIFY CIRCUIT CONFIGURATION OF ALL MODULAR FURNITURE EITHER NEW OR EXISTING USED IN THE PROJECT. PROVIDE PROPER NUMBER OF CIRCUITS MATCHING CIRCUIT CONFIGURATION. ALL FURNITURE BRANCH CIRCUIT FEEDS SHALL HAVE COMMON BREAKER TRIP HANDLE FOR ALL CIRCUITS FEEDING A COMMON MODULAR FURNITURE UNIT. SPECIFIC, AS CALLED OUT ON THE DRAWINGS D1. REMOVE ALL ELECTRIC WIRING FOR ALL MECHANICAL EQUIPMENT REMOVED. FA1. REMOVE FIRE ALARM DEVICE: SAVE DEVICE FOR RELOCATION. FA2. RELOCATED FIRE ALARM DEVICE, PROVIDE OUTLET BOX AND ALL WIRING. FA3. PROVIDE FIRE ALARM DEVICE INCLUDING OUTLET BOX AND ALL WIRING. L1. REMOVE LIGHT FIXTURE AND RELATED WIRING: MAINTAIN OPERATION OF LIGHT FIXTURES AND CIRCUITS THAT REMAIN. L2. RELOCATE LIGHT FIXTURE: SEE INSTALLATION DRAWINGS, EXTEND WIRING AS REQUIRED. L3. REWIRE LIGHT FIXTURE(S) AND PROVIDE SWITCHING AS SHOWN. PROVIDE HOMERUN AND POWER AS REQUIRED. L4. REMOVE LIGHT FIXTURE AND RELATED WIRING: MAINTAIN OPERATION OF LIGHT FIXTURES AND CIRCUITS THAT REMAIN. SAVE FIXTURE FOR RELOCATION IN NEW LOCATION. L.5. CONNECT LIGHT FIXTURE(S) TO EXISTING CIRCUIT. L6. REPLACE EXIT SIGN WITH TYPE INDICATED ON INSTALL DRAWINGS, SEE SCHEDULE. L7. PROVIDE EXIT SIGN, WITH TYPE INDICATED, SEE SCHEDULE. CONNECT TO UN -SWITCHED LIGHT CIRCUIT OF AREA SERVED. P1 PROVIDE ELECTRICAL RACEWAYS AND WIRING FOR ACCESS CONTROL SYSTEM CARD READER AND DOOR RELEASE. PROVIDE OUTLET BOX FOR CARD RFADFR AND POWFR FOR ACCESS CONTROL DVOR STRIKES. COORDINATE WITH OWNERS ACCESS CONTROL SYSTEM VENDOR. PROVIDE POWER FOR ACCESS CONTROL DOOR STRIKES. P11 RELOCATE TRANSFORMER FOR PANELS INDICATED P20 PROVIDE CONDUITS FOR FUTURE AUTOMATIC TRANSFER SWITCH AND GENERATOR FEEDER. AN AUTOMATIC TRANSFER SWITCH WILL BE LOCATED IN ELECTRIC ROOM 121. NORMAL SOURCE WILL BE FED CDnlf TIJI7 1/AIA1 OD17ALICD QC!'TIIIAI nC TL117 QCDITI/'C CILIMP J DnADrN 1 I\VIVI IriL IVIHIIV UI%LMI\LI\ JLVIIVIV VI IIIL JLI\VIVL Jtn IVII uVPU\u AND THE LOAD WILL FEED THE DISTRIBUTION SECTION OF THE MAIN SWITCH BOARD. THE EMERGENCY SOURCE CONDUITS WILL BE RUN TO THE EXTERIOR OF THE BUILDING THROUGH THE FOUNDATION. ALL CONDUITS WILL BE RUN IN THE CEILING AS TIGHT TO THE FLOOR ABOVE (SHOULD BE 11 FEET AFF. IF POSSIBLE). ALL CONDUITS SHALL BE SUPPORTED BY UNI-STRUT SECURED TO THE BUILDING STRUCTURE. UNI-STRUT SHALL BE HEAVY DUTY. THREADED ROD AND BOLTS SHALL BE 1/2 INCH DIAMETER. CONDUITS SUPPORTS SHALL BE A MINIMUM OF 8 FEET APART. P21 PROVIDE (4) 4" EMT CONDUITS NORMAL SOURCE FEEDER. STUB CONDUITS APPROXIMATELY 6 FEET FROM THE EXISTING MAIN SWITCH SECTION OF THE EXISTING SWITCH BOARD. EXTEND CONDUITS TO THE ELECTRIC ROOM. SEE WORK ITEM P20. P22 PROVIDE (4) 4" EMT CONDUITS FOR THE LOAD FEEDER. STUB CONDUITS APPROXIMATELY 6 FEET FROM THE EXISTING MAIN DISTRIBUTION SECTION OF THE EXISTING SWITCH BOARD. EXTEND CONDUITS 0 TTHE ELEC71RIC ROOM. SEE WORK ITEM P20. P23 PROVIDE (4) 4" EMT CONDUITS AND (4) 1" EMT CONDUITS FOR THE EMERGENCY FEEDER AND GEN CONTROL FROM ELECTRIC ROOM TO JUNCTION/PULL BOXES AT THE EXTERIOR WALL CEILING. SEE WORK ITEMS P20 AND P24 P24 PROVIDE TWO JUNCTION BOXES, ONE FOR POWER AND ONE FOR CONTROL AND MONITORING. JUNCTION BOX SHALL BE MOUNTED TO THE WALL SO CONDUITS FROM THE ELECTRIC ROOM ELBOW DOWN INTO IT TO MINIMIZE BENDS FOR THE FUTURE EXTERIOR PORTION. P.25 PROVIDE CONTINUATION OF FEEDERS AND CONTROL IN ITEM P24 ABOVE. PROVIDE (4) 4' PVC CONDUITS AND (4) 1" PVC CONDUITS. PVC CONDUITS SHALL BE SCHEDULE 40. CONDUITS SHALL PENETRATE WALL / FOUNDATION 18 TO 24 INCHES BELOW EXTERIOR GRADE. CAP ALL CONDUITS AND PROVIDE MARKER ON SURFACE INDICATING END OF THE CONDUITS. R1. REMOVE RECEPTACLE, REMOVE DEVICE, BOX AND WIRING BACK TO NEXT CONNECTION POINT. MAINTAIN OPERATION OF EXISTING DEVICES THAT REMAIN. EXTEND WIRING AS REQUIRED. IF DEVICE IS IN MIDDLE OF THE RUN, REMOVE WIRING TO NEXT UP STREAM AND DOWN STREAM DEVICES THAT REMAIN. PROVIDE WIRING BETWEEN THE NEXT UP STREAM AND DOWN STREAM DEVICES TO PROVIDE CIRCUIT CONTINUITY. R2. PROVIDE POWER FOR DEVICE(S): PROVIDE HOMERUN CIRCUIT AS INDICATED TO EITHER A SPARE CIRCUIT OR PANEL. PROVIDE BREAKER OR UTILIZE SPARE IN PANEL. ALL SINGLE RECEPTACLE CIRCUITS SHALL BE 20 AMP WITH WIRING AND HOMERUNS OF (2) #12 & (#12) EGC CONDUCTORS. PROVIDE (1) POLE 20 AMP BREAKER IN SOURCE FEED PANEL. R3. REMOVE (3) CIRCUIT MODULAR FURNITURE WIRING BACK TO SOURCE PANEL. R4. PROVIDE (4) CIRCUIT MODULAR FURNITURE WIRING: SEE DETAILS AND MANUFACTURER'S RECOMMENDED WIRING DIAGRAMS. R5. RELOCATE RECEPTACLE(S): SEE INSTALL DRAWINGS FOR NEW LOCATION. REPLACE DEVICE AND COVER PLATE. R6. PROVIDE RECEPTACLE AND COVER PLATE, WIRE AS INDICATED. R7. PROVIDE WALL OUTLET RECEPTACLE IN GLASS PARTITION WALL, COORDINATE WITH WALL PARTITION SUPPLIER. S1. RELOCATE EXISTING SWITCH: SEE INSTALL DRAWINGS FOR NEW LOCATION. MAINTAIN ALL INTER -FIXTURE BRANCH WIRING AND HOMERUNS. REPLACE DEVICE WITH TYPE SHOWN AND PROVIDE NEW COVER PLATE. SEE ELECTRIC NOTES FOR WALL MOUNTED OCCUPANCY SENSOR MAKE AND MODEL. S2. PROVIDE WALL SWITCH IN GLASS PARTITION WALL, COORDINATE WITH WALL PARTITION SUPPLIER. T1. PROVIDE TELEPHONE AND/OR TELEPHONE / DATA OUTLET. SEE GENERAL WORK ITEM #5. T2. PROVIDE MODULAR FURNITURE OUTLET. WALL MODULAR FURNITURE COMMUNICA1IIONS RACEWAY STUB UP TO CEILING. FLOOR MODULAR FURNITURE COMMUNICATIONS RACEWAY STUB UP FROM CEILING BELOW. 40 Cold Spring Road Rocky Hill, CT 06067 Zql T (860) 257 - 4°00 F (860) 257 -4M advent ARC CTURE T (203)725-6335 44 Northwest Drive 55 North Main Street Watertown, CT 06795 West Hartford, In Association With: OT Alq7 Fax 860-561-6213 \. < KUEGLERASSOCIATES QUISENBERRYARCARI ARCITITECTS, LLC 51 DepotSt..SOe214, Watertown. CT 06795 Pho : (860) 945-6955 w%vw.ga-architects.eom Fox: (860) 274-9540 T (860) 677-4594 F (860) 677-8534 318 Main Street Farming on, CT 06032 `3!lEBtiFgde„ �p ®g° �n0 , C0rp VA&, ®®e Co°, .n ;sJ 0�e� ��; _4 6 c ° • w NO.1'7G01 r X. �t/�E00 Poi Description: ELECTRICAL SCHEDULES issue Dates: AUGUST 10, 2012 Scale: e Project #: G138-02 Drawn By: BAB Sheet #: 0?' 0- N W 0 0 3 a ] A c n I w ] J] d A»] a J l 1 n a a d m c- 01 v d �� � n ��• o ... G �' r �--t Cr C'_ F=D nJC1' R� 3zf » � 3 °.._ '� � d � c _. zj _. p � � m� W wD N ~,� y s 5 Z � 1^ G ° P A f r .-4 � C�do-