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Home My WebLink About4585 St Johns Pkwy + (a)5 4 3 2 GENERAL NOTES CONSTRUCTION NOTES JLAND CAP11TAL NOTE: "THE OWNER" AS NOTED HEREIN IS LAND CAPITAL GROUP, INC. 11. THE CONTRACTORS SHALL COORDINATE AND SCHEDULE WORK BY 1. REVIEW ALL GENERAL, FINISH, AND FRAMING NOTES BEFORE 6• PAINT APPLICATOR SHALL USE ONE COAT PRIMER COMPATIBLE GRoup, JINC° 361 GROUP CONSTRUCTION SERVICES, INC. IS THE GENERAL OTHERS INCLUDING BUT NOT LIMITED TO TELEPHONE, DATA AND COMMENCING WORK. WITH SUBSTRATE TO BE PAINTED AND WILL APPLY TWO FINISH CONTRACTOR. GSBS, P.C. IS THE ARCHITECT. 'FURNISHED, AND/OR -INSTALLED, OWNER PROVIDED' ITEMS. 'THECOATS AS RECOMMENDED BY MANUFACTURER TO MATCH 1650 SIDEWINDER DRIVE 833 OCEANFRONT DRIVE CONTRACTORS SHALL COORDINATE EXACT LOCATIONS AND SHALL DO 2. DIMENSIONS MARKED 'CLEAR' SHALL BE MAINTAINED AND SHALL ARCHITECTS SCHEDULED FINISH. 2ND FLOOR SUITE IN TINT PRIME COAT TOWARD FINAL PARK CITY, UT 84060 LONG BEACH, NY 11561 NOTE: 'THE CONTRACTORS" AS NOTED HEREIN REFERS TO ANY AND THE CUTTING FITTING, AND PATCHING THAT MAY BE REQUIRED TO ALLOW FOR THICKNESS OF FINISHES INCLUDING CARPET' CERAMIC TILE P: 435--940-0778 P:516-670-8490 COLOR. SEALER/PRIMER SHALL BE ROLL APPLIED TO GYPSUM F: 435-655-7085 F:516-670-8485 ALL CONTRACTORS AND SUB -CONTRACTORS DOING WORK ON THE MAKE THE PARTS OF THE WORK WHICH WILL RECEIVE THE WORK OF VCT, ETC. CONTRACTOR SHALL NOT ADJUST DIMENSIONSWITHOUT BOARD. PROJECT SITE OR PERFORMING WORK OR PROVIDING GOODS AND OTHERS COMPLY WITH WHAT IS SHOWN OR REASONABLY IMPLIED BY WRITTEN INSTRUCTION FROM THE ARCHITECT. ST. JOHNS PLAZA 222 SOUTH NAVEY BLVD. 3330 FARHART DRIVE PENSACOLA, FL 32507 SUITE 213 SERVICES IN RELATION TO THE WORK OF THIS PROJECT. THE DRAWINGS. 7. REMOVE OR PROVIDE SURFACE APPLIED PROTECTION TO F850-453-2179 ps 2-661-83006 3. DIMENSIONS MARKED 'CLEAR' ARE TO BE WITHIN 1/16n ALONG HARDWARE, HARDWARE ACCESSORIES, MACHINED SURFACES, PLATE, F:972--661-8301 1. WORK, AND GOODS AND SERVICES SHALL CONFORM TO THE 12. BEFORE CUTTING, EXAMINE AREAS TO BE CUT. PROTECT EXISTING FULL HEIGHT AND FULL WIDTH OF WALLS, DIMENSIONS ARE AS LIGHT FIXTURES, AND SIMILAR ITEMS IN PLACES WHICH ARE NOT TO CONTRACT DOCUMENTS WHICH INCLUDE THE DRAWINGS, AND ALL CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE. FOLLOWS, UNLESS OTHERWISE INDICATED: BE FINISH -PAINTED. FOLLOWING COMPLETION AND AFTER SURFACES .�..'T ADDENDA AND MODIFICATIONS ISSUED BY THE ARCHITECT. PROVIDE TEMPORARY SUPPORT. DO NOT CUT AND PATCH STRUCTURAL A. TO FINISHED FACE OF GYPSUM BOARD ARE COMPLETELY DRY, REINSTALL REMOVED ITEMS AND/OR AN f R REMOVE mAm, SUPERCENVE ELEMENTS IN A WAY THAT COULD REDUCE THEIR LOAD CARRYING' B. TO INSIDE FACE OF JAMB AT DOORS AND OTHER OPENINGS PROTECTION FROM ITEMS.360 2. THE CONTRACTORS SHALL REVIEW DOCUMENTS AND VERIFY CAPACITY. DO NOT CUT AND PATCH IN A MANNER THAT WOULD C. TO TOP OF FINISHED FLOORS0 U T'Fg"% A "A C E L C DIMENSIONS AND FIELD CONDITIONS. ANY OMISSIONS OR RESULT IN VISUAL EVIDENCE OF CUTTING AND PATCHING. SALVAGE, D. TO BOTTOM OF FINISHED CEILINGS FRAMING NOTGROUP DISCREPANCIES SHALL BE REPORTED IN WRITING TO THE ARCHITECT CLEAN AND REINSTALL CUT AND PATCHED EXISTING BUILDING 361 Group Construction Services, Inc. AS SOON AS POSSIBLE. REVIEW UNKNOWN CONDITIONS OR CONDITIONS ELEMENTS TO BE REUSED IN THE NEW WORK, AS INDICATED ON THE 4. NEW GYPSUM BOARD CONSTRUCTION ADJOINING EXISTING 1. GYPSUM WALL BOARD: 5/8" TYPE 'X' GYPSUM WALLBOARD RITON'r E H 3330 Earhart Drive, Suite 213 THAT VARY FROM THE CONTRACT DOCUMENTS WITH THE ARCHITECT DRAWINGS. CONSTRUCTION IN THE SAME PLANE SHALL BE FLUSH WITH NO VISIBLE APPLIED AT RIGHT ANGLES OR PARALLEL TO EACH SIDE OF METAL' Carrollton, Texas 75006 PRIOR TO THE INSTALLATION OF NEW WORK. JOINTS. STUDS WITH 1" TYPE 'S' DRYWALL SCREWS AT 8" O.C. TO VERTICAL"*`NS • • phone: 972.661.8300 13• SUBSTITUTIONS, REVISIONS, OR CHANGES MUST BE SUBMITTED TO 3. WHERE REQUIRED, THE CONTRACTORS SHALL FILE, OBTAIN AND 361 GROUP CONSTRUCTION SERVICES, INC., FOR REVIEW AND 5. EXPOSED GYPSUM BOARD EDGES SHALL HAVE METAL TRIM. .EDGES AND 12" O.C. TO TOP AND BOTTOM RUNNERS AND fax: 972.661.8301INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL WWW 1 PAY FEES FOR THE BUILDING DEPARTMENT AND OTHER AGENCY APPROVAL PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. PROVIDE CORNER BEADS ALONG FULL LENGTH OF OUTSIDE CORNERS JOINTS 24" O.C. EACH SIDE AND OPPOSITE SIDES. REFER TO 36 group.com APPROVALS AND PERMITS, CONTROLLED INSPECTIONS, AND FINAL AND J BEADS ALONG ENDS OF GYPSUM BOARD, UNLESS OTHERWISE JOINTS 2 TYPES FOR STUD SIZES AND GAUGES. WRITE-OFFS FOR PROJECT COMPLETION. 14. IMMEDIATELY PRIOR TO THE OWNER'S OCCUPANCY OF ANY PHASE, NOTED, TAPE, BED, AND SAND JOINTS. PARTITIONS SHALL HAVE ASk'N'"TIORD,7291 GLENVIEw DRPIE FORT MRTH THE CONTRACTORS SHALL_ CLEAN SURFACES OF DUST, DEBRIS, LOOSE SMOOTH FINISHED CONDITION READY FOR PAINT AND FINISH MATERIAL 2. PARTITIONS REQUIRED TO BE BRACED TO STRUCTURE ABOVE rExns761eo 4. THE CONTRACTORS SHALL ARRANGE FOR INSPECTIONS NECESSARY CONSTRUCTION MATERIAL, EQUIPMENT AND SHALL. LEAVE FLOORS APPLICATION, UNLESS NOTED OTHERWISE. SHALL HAVE 3 5/8" 20 GA. METAL STUD KICKERS AT 48" O.C. TELa1TEm76180 DE OBTAIN A CERTIFICATE AUTHORITY OF OCCUPANCY BY OFFICIALS AS VACUUMED AND CLEAN. REMAINING CONSTRUCTION MATERIAL AND WITH (2) #8 SELF -TAPPING SCREWS TOP AND BOTTOM. ATTACH FAM7.595.2916 DESIGNATED BY THE AUTHORITY HAVING JURISDICTION. EQUIPMENT, IF ANY, SHALL BE MOVED AND TEMPORARILY SECURED IN 6. PENETRATIONS IN GYPSUM BOARD CONSTRUCTION ABOVE FINISHED TO HORIZONTAL METAL STUDS AT 24" O.C. PERPENDICULAR TO AN AREA DIRECTED BY THE OWNER. CEILING SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE ROOF JOISTS AND ATTACHED TO BOTTOM CHORD OF JOIST. 5. THE CONTRACTORS SHALL ADEQUATELY SUPPORT, BRACE AND AT ACOUSTICAL PARTITIONS AND AT DEMISING PARTITIONS, UNLESS PATCH AND REPAIR ANY DAMAGE TO EXISTING FIRE PROTECTION PROTECT WORK DURING. CONSTRUCTION AGAINST DAMAGE, BREAKAGE, 15, DO NOT SCALE THE DRAWINGS. CLARIFICATION OR INFORMATION OTHERWISE NOTED.Trir ., TO MAINTAIN FIRE RATING INTEGRITY }-- COLLAPSE, DISTORTION, AND OR MISALIGNMENT IN ACCORDANCE WITH REQUIRED -BY THE CONTRACTORS WILL BE FURNISHED BY 361 GROUP . TOP PLATES FOR ALL WALLS ABOVE 8 FEET A.F.F. SHALL BE 18 9 APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. CONSTRUCTION SERVICES, INC. UPON WRITTEN REQUEST FROM THE 7. LIFE SAFETY SYSTEMS CONSISTING OF BUT NOT LIMITED TO ALARM 33.STEEL STUDS. CONTRACTORS. HORNS AND STROBES, ETC., TO BE DRAWN AND ENGINEERED BY 6. WORK AND/OR CONSTRUCTION OPERATIONS SHALL NOT OTHERS ACCORDING TO CODE AND BUILDING STANDARDS. 4. STEEL STUDS TO BE ATTACHED TO THE EXISTING CONCRETEARCHTTECTUREILANDSCAPE ARCHITECTUREIINTERIOR DESIGNIPLANNING UNDERMINE THE STRUCTURAL INTEGRITY OF THE BUILDING. 16. TYPICAL OR 'TYP,SHALL MEAN THAT THE CONDITION IS " REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS INT FLOOR WITH 1/4" SHOT PINS WITH WASHERS/PLATES AS FOLLOWS: PHASE II TENANT IN,`I`11ER*I0*%RS 7. THE CONTRACTORS SHALL VERIFY THAT DRAWINGS ARE THE LATEST OTHERWISE NOTED DETAILS MAY BE NOTED 'TYP' WHEN THEY FIRST 1 THE CONTRACTORS SHALL REVIEW ALL CONTRACT DOCUMENTS AND A. WAILS TO 10'-0" A.F.F. 32" O.C. B. WALLS 10'-0" TO 18'-0" ISSUE PRIOR TO COMMENCING CONSTRUCTION. A.F.F. 24. O.C. C. PROVIDE SHUT PINS WITHIN 12" OF CORNERSrn OCCUR, IF AN (TEM IS NOT NOTED TYPICAL OR iYP ANY ITEM ON NOTES BEFORE COMMENCING WORK. AND BREAKS D. SHOT PIN I.C.®.O. 3348 E. PROVIDE 2 SHUT THE DRAWINGS MATCHING THE ITEM NOTED SHALL BE IMPLIED AS THE !f 8. IN CASE OF CONFLICT BETWEEN ARCHITECT'S AND ENGINEERS SAME AS THE ITEM NOTED. 2. THE CONTRACTORS SHALL PROPERLY PREPARE SURFACES PER PINS MIN. AT WALLS LESS THAN 3 FEET IN LENGTH. SCREWABLE DRAWINGS REGARDING LOCATION OF MATERIALS/EQUIPMENT, NOTIFY FINISH MATERIAL MANUFACTURER'S SPECIFICATIONS PRIOR TO STEEL STUDS TO BE INSTALLED AND ATTACHED PER AND S JOHNS PARKWAY �.Y. THE ARCHITECT, FOR RESOLUTION OF THE DISCREPANCY.17. SIMILAR OR 'SIM' MEANS COMPARABLE CHARACTERISTICS FOR THE APPLICATION OF FINISH. MANUFACTURER 5 SPECIFICATIONS. f; z CONDITIONS NOTED VERIFY DIMENSIONS AND ORIENTATION ON PIANS 5. ALL GYPSUM BOARD SHALL BE 5/8" > > TYPE X U.N.O. PROVIDE SANFORD, FLORIDA - 9. THE CONTRACTORS SHALL APPLY, INSTALL, CONNECT, ERECT, CLEAN AND ELEVATIONS. 3. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE AND 5/8 TYPE X W.R. (GREEN BOARD) IN RESTROOM AND OTHER WET AND/OR CONDITION MANUFACTURED ARTICLES, MATERIALS, AND/OR FREE OF IRREGULARITIES - DO NOT PROCEED WITH WORK UNTIL THOMAS B. BATENHORSr EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS. IN CASE OF 18• IN THE CASE OF CONFLICT BETWEEN NOTES ON DRAWINGS, UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED, STARTING WORK AREAS.AR91492 CONFLICT BETWEEN MANUFACTURER'S INSTRUCTIONS AND THE INCLUDING ALL NOTES ON THIS SHEET, THE MOST STRINGENT SHALL INDICATE APPLICATORS ACCEPTANCE OF SUBSTRATE. " ' 2005 RT;u1sT117o1v 7: DATA or ISSUE B CONTRACT DOCUMENTS, THE CONTRACTOR SHALL OBTAIN WRITTEN REQUIREMENTS SHALL GOVERN, REQUEST CLARIFICATION FROM 6. HORIZONTAL FRAMING (WHERE REQUIRED) SHALL BE 3--5/8 25 T CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING. NATIONAL BUILDING SER'V'ICES, AND/OR THE ARCHITECT IN ALL SUCH 4. REPAIR AND PREPARE EXISTING SURFACES AS REQUIRED FOR AMETAL STUDS AT 16" O.C. WITH (2) #8 SELF -TAPPING SCREWS B CASES. APPLICATION OF SCHEDULED FINISHES. AT BOTH ENDS AND TOP AND BOTTOM. 10, THE CONTRACTORS ARE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR THE 19. CONTRACTORS SHALL COORDINATE WITH THE TENANT'S INTERIOR 5. PREPARE FLOOR AREAS AS REQUIRED TO RECEIVE FLOOR -` COORDINATION OF THE WORK. DRAWINGS FOR TELEPHONE/DATA EQUIPMENT LOCATIONS FOR THEIR FINISHES INCLUDING LEVELING AS REQUIRED TO ACHIEVE A LEVEL, WORK. FLAT AND SMOOTH FLOOR, IN ACCORDANCE TO ACI 117. UuArIUC SYMB0'%Ldb-4 C 0TV, Th'" X TwillV , " I)E rERIA SHEE-i- IN11)"EX S I E LA.& CO'" CRU" BUILDING CODES ARCHITECTURAL PERMI I t , "16 A ATT: RBVISION BUILDING CODE: 2001 FLORIDA BUILDING CODS A1.1 COVER SHEET No. D 1 GRID LINES PLUMBING CODE: 2001 FLORIDA PLUMBING CODE A2.1 DIMENSIONAL FLOOR PLAN MECHANICAL CODE: 2001 FLORIDA MECHANICAL CODE iq� ELECTRICAL CODE: 1999 NATIONAL ELECTRICAL CODE A2.2 REFLECTED CEILING PLAN wrrICE ACCESSIBILITY CODE: 2001 FLORIDA BUILDING CODE CHAPTER 11 OFF. A2.3 ENLARGED RESTROOM PLANS AND DETAILS . 501 ROOM NAME AND NUMBERmammomwasom BUILDING L A2.4 DOOR AND WINDOW SCHEDULES OWNERSHIP OF INSTRUMENTS OF SERACE AND COPYRIGHT IN G Nl REPORTS, PURS, SPECIFICATIONS, CONPUTER WS, FI D DATA, NOTES, AND OM ER DOCUMNIS AND RTSTRUMENTS PREPARED BY GSBS AND THBR CONSULTAMS SP -1 SPECIFICATIONS AS FSIROAMMS OF $ERIK£ SPALL UM K PRMIY OF = MO KR CCHSOMOT = MD ITIO R CONSIAWMS SRW. RETNN Al Co11110N LAW, STATU M NTD OTHER REsum ONE STORY MERCANTILE BUILDING RIGHTS, INCLUDING THE COPYRIGHT IHEIREIO. ANY PWIX COMMUNICATION OR DISTA W01 of IH6 DRAWING IS PR0H8111D WMIMI INE WMU AWEVATM OF G`.$S. 1 SP.2 SPECIFICATIONS LANA ��® WALL SECTION REFERENCE OCCUPANCY: GROUP M A4.2 THE BUILDING DOES NOT HAVE A FIRE SUPPRESSION SPRINKLER SYSTEM CITE' �"° ST. JOHNS PLAZA DETAIL SYMBOL A FOUR HOUR AREA SEPARATION WALL. IS PROVIDED. MECHANIC PHASE II TENANT ,T44 -DETAIL NUMBER ALLOWABLE CONSTRUCTION TYPE V --B MEP1 MECHANICAL PLUMBING AND EL ECTRICALSPECIFICATIONS • _...-SHEET WHERE DETAIL IS DRAWN INTERIORS LEASE PAC AREAS MO.1 MECHANICAL SCHEDULES AND SPECIFICATIONS _ 1 M2.1 MECHANICAL PLAN AND DETAILS A. ELEVATION CONTROL POINT - A. AMSCU f 3,200 S.F. OR DATUM POINT A RINE HART ROAD AND B. E.B. GAMES 1,500 S.F. PLUMBING 2'. JOHNS PARKWAY A C. SUBWAY 1, 500 S.F. SANFORD, FLORIDA ® a ° E f D. POSTAL ANNEX 1,100 S.F. P1.1 PLUMBING LEGENDS, NOTES, AND SCHEDULES DETAIL SECTION ------ -1,135 SF. P2.1 PLUMBING PLAN CONSTRUCTION DOCUMENTS 7/A4.3 E. CHINA 'STAR AREA FOR THIS PERMIT 2,235 S.F'. fW� �rY y1 r A DOOR TYPE AVAILABLE 0 S.F. ELECTRICAL L `�,��u�.�] �;� COVER S�-�EEf TO . RE FOOTAGE T 433 S.F. °-0 ftD B E1.1 ELECTRICAL LEGEND MAR � � .� CA� WINDOW TYPE E2.1 .LIGHTING PLAN t By: --- ,t E3.1 POWER PLAN REFERPRUJI,("I' NO. TO SWELL CIVIL DRAWINGS FOR SITE WORK Satiford F! I° v� g0 203.72.01 PHASL;1 .)I,vy E4.1 ELECTRICAL DETAILS 8c SCHEDULES DMI Date. 6 , NORTH MARCH 2005 DRAWN A1,91 CI -5 4 3 2 1:cKLD vx�xG 5 5 4 3 2 4 1 3 1 2 1 CEILINGS Where Applicable CACEILING TYPE CEILING HGT. I --0 CA 2 x 4 x 5/8", CLASS A NON—COMBUSTIBLE FISSURED TILE CB 1/2 " , MOISTURE RESISTANT GYPSUM BOARD ON 3-5/8" 20 GA. METAL STUDS AT 24" O.C. C REFLECTED CEILING PLAN 1 GRO JC g .kll'i ` . 1850 SIDEWINDER DRIVE 833 OCEANFRONT DRIVE 2ND FLOOR SUITE IN PARK CITY, UT 84060 LONG BEACH, NY 11561 P: 435-940-0778 P:516-670-8490 F: 435-655-7085 F:516-670-8485 222 SOUTH NAVEY BLVD, 3330 EARHART DRIVE PENSACOLA, FL 32507 SUITE 213 P:850-453-2180 DALLAS, TX 75006 F:850-453-2179 P:972-661-8303 F:972-661-8301 a y'! G R O U P 361 Group Construction Services, Inc. 3330 Earhart Drive, Suite 213 Carrollton, Texas 75006 phone: 972.661.8300 fax: 972,661.8301 www.361group.com 7291 CLENVIEW DRIVE FORT WORTH TUAS76180 TEL 817,589,1722 FAM T595.2916 Oil 87M rhc ARCHITECTURE LANDSCAPE ARCHITECTUREIINTERIOR DESIGN PLANNING ftp r ,g- THOMAS E. BAI'ENHORST AR91492 ..-1 REGISTRATION #: DACE OF ISSUE NORTH No. I DATE: I RI:v(SION OWNERSHIP OF INSIRUMFNTS OF SERVICE AND COPYRIGHT ALL REPORTS, PIANS, SPECIFICATION$, COMPUIER HLF,, FIELD DATA, NOTES, AND OIHER DOCUVENTS CUTD MIRUMENTS PREPARED V GSUS AND 111OR CONSOLTAINS AS WSIK"S OF SERIICE ML MM TIC PRUIY OF CSUS AHD >f#Ri CMM5. CZ " 111Ri CONS110S S1wL REWN ALL COMUON LAW, 51IIVIOITY 10 OHRR RESEIHED RIGHTS, INCLUDING THE COPYRIGITT THERETO. " PUUUC COMMUNICATION OR D6IRRAM OF MG GNAWING IS PROHIORED WHIM[ THE WRNIIN KRIONAINk1 OF GSBS. ST. JOHNS PLAZA PHASE II TENANT INTERIORS A RINERART ROAD AND ST, JOHNS PARKWAY SWORD, FLORIDA CONSTRUMON DOCUMENTS REFLECTED CEILING PLAN PROJECT' NO. 203.72.01 PHASE I DMI SL, Vr ?MBI3-R 2004 2 - DRAWN M_PA CHECKLD BINDING TLW ORDL1 5 C Vol n 5 0 SECTION 0411 - ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS PARE' 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Exterior aluminum -framed storefronts. a. Glazing is retained mechanically with gaskets on four sides. 2. Exterior manual -swing aluminum doors. 3. Exterior aluminum door frames. 1.2 PERFORMANCE REQUIREMENTS A. General: Provide aluminum -framed systems, including anchorage, capable of withstanding, without failure, the effects of the following: 1. Structural loads. 2. Thermal movements. 3. Movements of supporting structure indicated on Drawings including, but not rimited to, story drift and deflection from uniformly distributed and concentrated rive loads. 4. Dimensional tolerances of building frame and other adjacent construction. 5. Failure includes the following: a. Deflection exceeding specified limits. b. Thermal stresses transferred to building structure. c. Forming members transferring stresses, including those caused by thermal and structural movements, to glazing. d. Glazing -to -glazing contact e. Noise or vibration created by wind and thermal and structural movements. f, Loosening or weakening of fasteners, attachments, and other components. g. Sealant failure. h. Failure of operating uniits to function properly. B. Structural Loads: 1. Wind Loads: 115 mph. C. Deflection of Framing Members Normal to Wall Dane: Limited to 1/175 of clear span for spans up to 13 feet 6 inches (4.1 m) and tb 1/240 of clear span plus 1/4 inch (6.35 mm) for spans greater than 13 feet 6 inches (4.1 m)] or an amount that restricts edge deflection of individual glazing rites to 3/4 inch (19 mm), whichever is less. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work C. Samples: For each exposed finish, 1.4 QUIETLY ASSURANCE A. Installer Qualiificcfts: Acceptable to manufacturer and capable of preparation of data for aluminum -framed systems including Shop Drawings based on testing and engineering analysis of monufacturees standard units in assembries Similar to those indicated. for this Project. 1.5 WARRANTY A. Special Assembly Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of aluminum -framed systems that do not comply with requirements or that deteriorate as defined in this Section within specked warranty period. 1. Failures include, but are not limited to, the following: a. Structural failures including, but not limited to, excessive deflection. b. Norse or vibration caused by thermal movements. c. Deterioration of metals, metal finishes, and. other materials beyond normal weathering. d. Adhesive or cohesive sealant failures. e. Water leakage through fixed glazing and framing areas. f. Failure of operating components to function properly. 2. Warranty Period 20 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compl°once with requirements, provide products by one of the following: 1. Kowneer, 2. United States Aluminum. 3. Vistawall Architectural Products. 2.2 MATERIALS A. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated. 1. Sheet and Plate: ASTM B 209 (ASTM B 209M). 2, Extruded Bars, Rods, Profiles, and Tubes: ASTM B 221 (ASTM B 221M). 3. Extruded Structural Pipe and Tubes: ASTM B 429. 4. Structural Profiles: ASPM B 308/13308M, B. Steel Reinforcement: With manufacturer's standard corrosion -resistant primer. 1. Structural Shapes, Plates, and Bars: ASTM A 36/A 36M. 2. Cold -Rolled Sheet . and Strip: ASTM A 1008/A 1008M. 3. Hot ---Rolled Sheet and Strip: ASTM A 1011/A 1011M. 2.3 FRAMING SYSTEMS A. Framing Members: Manufacturers standard extruded -aluminum framing members of thickness required and reinforced as required to support imposed loads. 1. Construction: Framing members are one-piece members that are internally slotted at regular intervals. B. Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with nonstaining, nonferrous shims for aligning system components. C. Fasteners and Accessories: Manufacturer's standard corrosion -resistant, nonstaining, nonbleeding fasteners and accessories compatible with adjacent materials. 1. Where fasteners are subject to loosening or turning out from thermal and structural movements, wind lads, or vibration, use self-locking devices. 2. Reinforce members as required to receive fastener threads. 3. Use exposed fasteners with countersunk Philips screw heads, finished to match framing system. D. Framing System Gaskets and Sealants: Manufacturers standard recommended by manufacturer for joint type. 2.4 GLAZING SYSTEMS A. Glazing: As specified in D'>vision 8 Section 'Glazing 13. Glazing Gaskets: Manufacturer's standard compression types, replaceable, molded or extruded, that maintain uniform pressure and watertight seal. C. Spacers and Setting Blocks: Manufacturer's standard elostomeric types. D. Bond -Breaker Tape: Manufacturer's standard TFE-fluorocarbon or polyethylene material to which sealants will not develop adhesion. 0 3 2.5 DOORS A. Doors: Manufacturer's standard glazed doors, for manual swing operation. 1. Door Construction: 1 -3/4 -inch (44.5 -mm) overall thickness, with minimum 0.125 -inch -- (3.2 -mm) overall thickness, extruded -aluminum tubular rail and stile members. Mechanically fasten corners with reinforcing brackets that are deep penetration and fillet welded or that incorporate concealed tie rods. a. Door Design: Medium stile; 3 -1/2 -inch (88.9 -mm) nominal width 2. Glazing Stops and Gaskets: Beveled, snap -on, extruded-oluminum stops and preformed gaskets. a. Provide nonremovable glazing stops on outside of door. B. Door Hardware: As specified in Division 8 Section "Door Hardware." 2,6 FABRICATION A. Form aluminum shapes before finishing. B. Weld in concealed locations to greatest extent possible to minimize distortion or discoloration of finish. Remove weld spatter and welding oxides from expos surfaces by descaring or grinding. C. Framing members, General: Fabricate components that, when assembled, have the following characteristics: 1. Profiles that are sharp, straight, and free of defects or deformations. 2. Accurately fitted joints with ends coped or mitered. 3. Means to drain water passing pints, condensation occurring within framing members, and moisture migrating within the system to exterior. 4. Physical and thermal isolation of glazing from framing members. 5. Accommodations for thermal and mechanical movements of glazing and framing to maintain required glazing edge clearances. 6. Provisions for field replacement of glazing. 7. Fasteners, anchors, and connection devices that are concealed from view to greatest extent possible, D. Door Frames: Reinforce as required to support loads imposed by door operation and for installing hardware. 1. At exterior doors, provide compression weather stripping at fixed stops. E. Doors: Reinforce doors as required for instalring hardware. 1. At pairs of exterior doors, provide sliding weather stripping retained in adjustable strip morticed into door edge. 2. At exterior doors, provide weather sweeps applied to door bottoms. 2.7 ALUMINUM FINISHES A. Clear Anodic Finish: Class I clear anodic coating complying with AAMA 611. PART 3 - EXECUTION 3.1 INSTAiIATION k General: 1. Fit joints to produce hairline joints free of burrs and distortion. 2. Rigidly secure non movement joints. 3. Install anchors with separators and isolators to prevent metal corrosion and electrolytic deterioration. 4. Seal joints watertiight, unless otherwise indicated. B. Metal Protection: 1. Where aluminum will contact d'issimlar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape or installing nonconductive spacers as recommended by manufacturer for this purpose. 2. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. C. Install components to drain water passing joints, condensation occurring within framing members, and moisture migrating within the system to exterior. D. Set continuous sill members and flashing in full sealant bed as specified in Division 7 Section "Joint Sealants" and to produce weathertight installation, E Install components plumb and true in alignment with established lines and grades, without warp or rack. F. Install glazing as specified in Division .8 Section "Glazing! G. Entrances: Install to produce smooth operation and tight fit at contact points. 1. Exterior Entrances: install to produce. tight fit at weather stripping and weathertight closure. 2. Field -Installed Hardware: Install surface -mounted hardware according to hardware manufacturers' written instructions using concealed fasteners to greatest extent possible. H. Install perimeter joint sealants as specified in Division 7 Section "Joint Sealants" and to produce weathertight installation, 1. Erection Tolerances: Install aluminum -framed systems to comply with the following maximum tolerances: 1. Location and Plane: Limit variation from true location and plane to 1/8 inch in 12 feet (3 mm in 3.7 m); 1/4 inch (6 mm) over total length. 2. Alignment: a. Where surfaces abut in line, limit offset from true alignment to 1/16 inch (1.5 mm). b. Where surfaces meet at comers, limit offset from true alignment to 1/32 inch (0.8 mm). 3. Diagonal Memrements: Limit difference between diagonal measurement to 1/8 inch (3 mm). END OF SECTION 08411 3 N SECTION 08711 - DOOR HARDWARE PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Commercial door hardware. 1.2 SUBMITTALS A. Product Data: For each product indicated. 1,3 QUALITY ASSURANCE A. Supplier Quaiificmtions: Person who is or employs a qualified DHI Architectural Hardware Consultant 1.4 WARRANTY A. Special Warranty: Manufacturers standard form in which manufacturer agrees to repair or replace components of door hardware that fad in materials or workmanship within warranty period. 1. Warranty Period: 10 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Product: Subject to compliance with requirements, provide the product named for each door hardware item indicated in Door Hardware Sets. B. Basis -of -Design Product: Product named for each door hardware item indicated in Door Hardware Sets establishes the basis of design. Provide either the named product or a comparable product by one of the manufacturers specified for each type of hardware item. 2.2 DOOR HARDWARE A. Scheduled Door Hardware: Provide door hardware according to Door Hardware Sets at the end of Pari 3. 2,3 PiVOTS AND HINGES A. Manufacturers: 1. Hinges: a. Hager Companies (FAG). b. Stanley Commercial Hardware; Div. of The Stanley Works (STH), B. Hinge Base Metal: Unless otherwise indicated, provide the following: 1. Exterior Hinges: Brass, with stainless-steel pin body and brass protruding heads. C. Nonremovable Pins: Provide set screw in hinge barrel that prevents removal of pin while door is dosed; for outswinging exterior doors. D. Screws: Phillips flat -head screws; screw heads finished to match surface of hinges. .1. Metal Doors and Frames: Machine screws (drilled and tapped holes). 2.4 MECHANICAL LOCKS AND LATCHES A. Manufacturers: 1. Sargent Manufacturing Company, Div, of ESSEX Industries, Inc. (SGT). 2. Schloge Lock Company, an Ingersoll-Rand Company (SCH). 3. Yale Security Inc.; Div. of Williams Holdings (YAL). B. Bored Lockset Design: Accessible leff, F86, storermn function. C. Lock Throw: Comply with labeled fire door requirements. D. Backset: 2-3/4 inches (70 mm), unless otherwise indicated. 2.5 CLOSERS A. Surface -Mounted Closers: 1. Manufacturers: a. LCN Closers; an Ingersoll-Rand Company (LCN). b, Norton Door Controls; Div. of Yale Security Inc. (NDC), c. Sargent Manufacturing Company; Div. of ESSEX Industries, Inc. (SGT). 2,6 DOOR GASKETING AND THRESHOLDS A. Door Gasketing: Provide continuous . weather-strip gasketing on exterior doors. Provide noncorrosive fasteners for exterior applications and elsewhere as indicated. 1. Manufacturers: a. Gasketing: 1) National Guard Products, inc. (NGP). 2) Pemko Manufacturing Co., Inc. (PEM). b. Door Bottoms: 1) National Guard Products, Inc. (NGP). 2) Pemko Manufacturing Co., Inc. (PEM). 2. . B. Thresholds: Of type scheduled or indicated. 1. Manufacturers: a. National Guard Products, Inc. (ICP). b. Pemko Manufacturing Co., Inc. (PEM). 2.7 CYLINDERS, KEYING, AND STRIKES A. Cylinders: Tumbler type, constructed from brass or bronze, stainless steel, or nickel silver. 1. Manufacturers: a. Some manufacturer as for kicks and latches. 2. Number of Pins: Six.. 3. High -Security Grade: BHMA Gracie 1A, risted and labeled as complying with UL 437 (Suffix A). B. Strikes: Manufacturers standard strike with strike box for each latch or lock bolt, with curved lip extended to protect frame, finished to match door hardware set 2.8 FABRICATION A. Base Metals: Fumish metals of a quality equal to or greater than that of specified door hardware units and BHMA A156.18 for finishes. Do not fumish manufacturers standard materiae N different from specified standard. B. Fasteners: Phillips flat -head screws with finished heads to match surface of door hardware, unless otherwise indicated. Provide steel machine or wood screws or steel through bolts for fire -rated appric:ations. C. Spacers or Sex Bolts: For through bolting of hollow metal doors. D. Finishes: Comply with BHMA A156.18, 2 1 PART 3 - EXECUTION 3.1 INSTALLATION A. Examine doors and frames for compliance with requirements for installation tolerances, labeled fire door assembly construction, wall and floor construction, and other conditions affecting performance. Steel Door and Frame Preparation: Comply with DHI A115 series. Drill and tap doors and frames for surface--opoied hardware according to SDI 107, B. Mounting Heights: Comply with the following requirements, unless otherwise indicated: 1. Standard Steel Doors and Frames: DHI's "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." C. Adjust and reinforce attachment substrates as necessary for proper installation and operation. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards. 1. Thresholds: Set thresholds for exterior doors in full bed of sealant complying with requirements specified in Division 7 Section "Joint Sealants." D. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with accessibility requirements. 1. Door Closers: Adjust sweep period so that from an open position of 70 deg Tees, the door will take at least three seconds to move to a point 3 inches (75 mm) from the latch, measured to the leading edge of the door. 3.2 DOOR HARDWARE SETS All finishes shall be US26, Satin Chrome. END OF SECTION 08711 11 1850 SIDEWINDER DRIVE 833 OCEANFRONT DRIVE 2ND FLOOR SUITE 1N PARK CITY, UT 84060 LONG BEACH, NY 11561 P: 435-940-0778 P:516-670-8490 F: 435-655-7085 F:516--670-8485 222 SOUTH NAVEY BLVD. 3330 EARHART DRIVE PENSACOLA, FL 32507 SUITE 213 P:850-453-2180 DALLAS, T ( 75006 F:850-453-2179 P:972-861-8303 17:972-661-8301 360 G R O U P C 361 Group Construction Services, Inc. 3330 Earhart Drive, Suite 213 Carrollton, Texas 75006 phone: 972.661.8300 fax: 972.661.8301 www.361group.com 7291 GLENVIEW DRIVE FORT W)RiH FEXAS7618U TEL817.589.1722 FW17.595.2916 ARCHITECTUREI LANDSCAPE ARCHI[ECTUREI INTERIOR DESIGN I PIANNING I , THOMAS E. BATENHORST AR91492 %9 ►1 REGISTRATION #: DATE OF ISSUE No. I DXIE I REVISION OWNERSHP OF INSiRUMENiS OF SERVICE AND COPYRIGHT ALL REPORTS, PLANS, SPECIHCATiONS, COMPUTER FILES, HELD DATA, NOTES, AND OTHER DCCUNES AND INSTRUMENTS PREPARED BY GMS AND THEE CONSI.tMS AS INSIR WNS Of SF WE SNAI FENAiN TTf HLOPERIY Of =Ari DIU COMM GAS AND HER MULT&IS SNAIL KTAN ALL C04NON TAW, STAlUiM AND 0111TR RE LIMB RIGHTS, NCLUDINO THE COMMIT THERETO. ANY PUBLIC COMMUNICATION OR DISTRBUMN OF THIS DRAAiNG 6 PROPKIII) WID10UI 111E WRIFU AUDINZATiON OF GSBS ST. JOHNS PLAZA PI SASE II TENANT INTERIORS A R:INE[IAR`i' ROAD AND ST. JOHNS PARKWAY SANFORD, FLORIDA CONSTRUCTION DOCUMENTS SPECIFICATIONS PROJECT NO. Z03.72.01 PtIASE 1 DATE SEPTEMBER 2004 DRAWN • 1'I.W CI -11%K10 BINDING T1.W ORDER C W n 5 5 li➢ SECTION 08800 - GLAZING PANT 1 - GENERAL. 1.1 SUMMARY A. This Section includes glazing for the following products and apprications, including those specified in other Sections where glazing requirements are specified by reference to this Section: 1. Glazed entrances. 2. Storefront framing. 1.2 PERFORMANCE REQUIREMENTS A. General: Provide glazing systems capable of withstanding normal thermal movement and wind and impact loads (where appricable) without failure, including loss or glass breakage attributable to the following: defective manufacture, fabrication, and installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction. B. Glass Design: Glass thickness designations indicated are minimums and are for detailing only. Confirm glass thicknesses by analyzing Project loads and in-service conditions. Provide glass kites in the thickness designations indicated for various size openings, but not less than thicknesses and in strengths (annealed or heat treated) required to meet or exceed the following criteria: 1. Glass Thicknesses: Select minimum glass thicknesses to comply with ASTM E 1300, according to the following requirements: a. Specified Design Wind Loads: 115 mph, but not less than wind loads applicable to Project as required by ASCE 7 "Minimum Design Loads for Buildings and Other Structures": Section 6.0 "Wind Loads." C. Thermal Movements: Provide glazing that allows for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures acting on glass framing members and glazing components. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime -sky heat loss. 1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces, 1.3 SUBMITTALS A. Product Data: For each glass product and glazing material indicated. 1.4 WARRANTY A. Manufacturer's Special Warranty on insulating Glass: Manufacturer's standard form, made out to Owner and signed by insulating -glass manufacturer agreeing to replace insulating -gloss units that deteriorate as defined in 'Definitions" Article, f.o.b. the nearest shipping point to Project site, within specified warranty period indicated below. 1. Warranty Period: 10 years from date. of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Port 2 articles where titles below introduce lists, the .following requirements apply to product selection; 1. Manufacturers: Subject to compriance with requirements, provide products by one of the manufacturers specified. 2.2 GLASS PRODUCTS A. Annealed Float Gloss: ASTM C 1036, Type I (transparent flat glass), Quality -Q3; of class indicated. 1. Ultra -Clear (Low -Iron) Float Glass: Class I (clear); with a minimum 91 percent visible light transmission and a minimum solar heat gain coefficient of 0.87. a. Available Products: 1) AFG Industries Inc.; Krystal Klear. 2) Pilkington Building Products North America; Optiwhite. 3) PPG Industries, hie,; Storphire. B. Heat -Treated Float Glass: ASTM C 1048; Type I (transparent flat glass); Quality -Q3; of class, kind, and condition indicated. 1. Fabrication Process: By horizontal (roller -hearth) process with roll -wave distortion parallel to bottom edge of glass as installed, unless otherwise indicated. 2. Provide Kind HS (heat -strengthened) float glass in place of annealed float glass where needed to resist thermal stresses induced by differential shading of individual glass kites and to comply with glass design requirements specked in Part 1 "Performance Requirements' Article. 3, For uncoated glass, comply with requirements for Condition A. 4. For coated vision glass, comply with requirements for Condition C (other uncoated glass). 5. Provide Kind FT (fully tempered) floot glass in place of annealed or Kind HS (heat -wed) float glass where safety glass is indicated. C. Insulating -Glass Units, General: Factory -assembled units consisting of sealed rites of glass separated by a dehydrated interspace, and complying with ASTM E 774 for Class CBA units and with requirements specified in this Article and in Part 2 "Insulating -Gloss Units' Article. 1. Provide Kind KSS (heat -strengthened) float glass in place of annealed glass where needed to resist thermal stresses induced by differential shading of individual glass rtes and to comply with glass design requirements specified in Part 1 'Performance Requirements" Article. 2, Overall Unit Thickness and Thickness of Each Lite: Dimensions indicated for insulating -glass uniits are nominal and the overall thicknesses of units are measured perpendicularly from outer surfaces of glass kites at unit's edge, 3. Sealing System: Dual seal. 4. Spacer Spedfacations: Manufacturer's standard spacer material and construction. 2.3 GLAZING GASKETS A. Dense Compression Gaskets: Molded or extruded gaskets of material indicated below, complying with standards referenced with name of elastomer indicated below, and of profile and hardness required to maintain watertight seal: 1. Neoprene, ASTM C 864. 2.4 GLAZING SEALANTS A, General: Provide products of type indicated, compiying with the following requirements: 1. Compatibirity: Select glazing sealants that are compatible with one another and with other materials they will contact, including glass products, seals of insulating -glass units, and glazing channel substrates, under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. 2. Suitability: Comply with sealant and glass manufacturers written instructions for selecting glazing sealants suitable for applications indicated and for conditions existing at time of installation. 3. Colors of Exposed Glazing Sealants: As selected by Architect from manufacturer's full range. 0 3 2.5 GLAZING TAPES A. Back -Bedding Mastic Glazing Tapes: Preformed, butyl -based elastomedc tape with a solids content of 100 percent; nonstaining and nonmigrating in contact - wiith nonporous surfaces; with or without spacer rod as recommended in writing by tape and glass manufacturers for application indicated; packaged on rolls with a release paper backing; and complying with ASTM C 1281 and HAMA 800 for products indicated below: 1. AAMA 804.3 tape, where indicated. 2.6 MISCELLANEOUS GLAZING MATERIALS A. General: Provide products of material, size, and shape complying with referenced glazing standard, requirements of manufacturers of glass and other glazing materials for application indicated, and with a proven record of compatibility with surfaces contacted in installation. B. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer. C. Setting Blocks: Elostomeric material with a Shore, Type A durometer hardness of 85, plus or minus 5. D. Spacers: Eostomerlo blocks or continuous extrusions with a Shore, Type A durometer hardness required by glass manufacturer to maintain glass lites in place for installation indicated. E. Edge Blocks: Ebstomeric material of hardness needed to emit glass lateral movement (side walking). F. Cylindrical Glazing Sealant Backing: ASTM C 1330, Type 0 (open -cell material), of size and density to control glazing sealant depth and otherwise produce optimum glazing sealant performance. 2.7 FABRICATION OF aMNG UNITS A. Fabricate glazing units in sizes required to glaze openings indicated for Projeck, with edge and face clearances, edge and surface conditions, and bite complying with written instructions of product manufacturer and referenced glazing ' pubrications, to comply with system performance requirements. 2.8 INSULATING -GLASS UNITS A. Clear insulating --Glass Uniits: 1. Overall Unit Thickness and Thickness of Each Lite: 1" overall thickness with V glass late thickness. 2. Interspace Content Air, 3. Outdoor Lite: Class 1 (clear) float glass. a. Kind HS (heat strengthened) where required by code. 4. Indoor Lite: Class 1 (clear) ultro-clear (low -iron) float glass. a. Kind HS (heat strengthened) where required by code. PART 3 - EXECUTION 3.1 GLAZING A. General: Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications. 1. Glazing channel dimensions, as indicated on Drawings, provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances. Adjust as required by Project conditions during installation. 2. Protect glass edges from damage during handling and installation. Remove damaged gloss from Project site and legally dispose of off Project site. Damaged glass is glass with edge damage or other imperfections that, when installed, could weaken glass and impair performance and appearance. 3. Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction sealant -substrate testing. 4. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing publications, unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead. 5. Do not exceed edge pressures stipulated by glass manufacturers for installing glass kites. 6. Provide spacers for glass (iter where length plus width is larger than 50 inches (1270 mm). 7. Provide edge blocking where indicated or needed to prevent glass liites from moving sideways in glazing channel, as recommended in writing by glass manufacturer and according to requirements in referenced glazing publications. B. Tape Glazing: Position tapes on fixed stops so that, when compressed by glass, their exposed edges are flush with or protrude sightly above sightline of stops. Install tapes continuously, but not necessarily in one continuous length. Do not stretch tapes to make them fit opening. 1. Cover vertical framing joints by ap#ng tapes to heads and sills first and then to jambs. Cover horizontal framing joints by applying tapes to jambs and then to heads and sills. 2. Place joints in tapes at comers of opening with adjoining lengths butted together, not lopped. Seal joints in tapes with compatible sealant approved by tape manufacturer. 3. Apply herd bead of elostomeric sealant. 4. Center glass rates in openings on setting blocks and press firmly against tape by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket apprications at comers and work toward centers of openings. 5. Apply cap bead of elostomeric sealant over exposed edge of tape. C. Gasket Glazing (Dry): Fabricate compression gaskets in lengths recommended by gasket manufacturer to fit openings exactly, with allowance for stretch during installation. 1. Insert soft compression gasket between gloss and frame or fixed stop so it is securely in place with joints miter cut and bonded together at comers. 2. Center glass rtes in openings on setting blocks and press firmly against soft compression gasket by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at comers and work toward centers of openings. Compress gaskets to produce a weathertight seal without developing bending stresses in glass. Seal gasket joints with sealant recommended by gasket manufacturer. 3. Install gaskets so they protrude post face of glazing stops. D. Sealant Glazing (Wet): Install continuous spacers, or spacers combined with cylindrical sealant backing, between glass kites and glazing stops to maintain glass face clearances and to prevent sealant from extruding into glass channel and blocking weep systems until sealants cure. Secure spacers or spacers and backings in place and in position to control depth of installed sealant relative to edge clearance for optimum sealant performance. 1. Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond of sealant to glass and channel surfaces. 2. Tool exposed surfaces of sealants to provide a substantial wash away from glass, 3.2 CLEANING AND PROTECTION A Protect exterior glass from damage immediately after installation by attaching crossed streamers to framing held away from glass. Do not apply markers to glass surface, Remove nonpermanent labels, and clean surfaces. Protect glass from contact with contaminating substances resulting from construction operations, including weld splatter. If, despite such protection, contaminating substances do come into contact with glass, remove substances immediately as recommended by glass manufacturer. B. Remove and replace glass that is broken, chipped, cracked, or abraded or that is damaged from natural causes, accidents, and vandalism, during construction period. END OF SECTION 08800 3 2 SECTION 09512 - ACOUSTICAL TILE CEILINGS PART 1 _ GENERAL 1.1 SUMMARY A. This Section includes acoustical tiles and concealed suspension systems for ceilings. 1.2 SUBMITTALS A. Product Data: For each product indicated. B. Coordination Drawings: Drawn to scale and coordinating penetrations and ceiling -mounted items. Show the following: 1. Ceiling suspension assembly members.. 2. Method of attaching hangers to building structure. 3. Size and location of initial access modules for acoustical tile. 4. Ceiling -mounted items including fighting fixtures, diffusers, grilles, speakers, sprinklers, access panels, and special moldings. C. Samples: For each acoustical tile, for each concealed suspension system member,[ for each exposed molding and trim,] and for each color and texture required. D. Product test reports. E. Research/evaluation reports. F. Maintenance data. 1.3 QUAIJIY ASSURANCE A. Acoustical Testing Agency Qualifications: An independent testing laboratory or an *W -accredited laboratory. B. Fre-Test-Response Characteristics: 1. Fire--Reslotance Ratings: Where indicated, provide acoustical tib ceilings identical to those of assembries tested for fire resistance per ASTM E 119 by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Ratings are indicated by design designations from UL's 'Fire Resistance Directory" or from the +stings of another testing and inspecting agency. a. Identify materials wish appropriate markings of appricable testing and inspecting agency. 2. Surface-Buming Characteristics: Acoustical tiles complying with ASTM E 1264 for Class [A] [B] [C] materials, when tested per ASTM E 84. a. Smoke -Developed Index: 450 or less. C. Seismic Standard: Comply with the following: 1. ASTM E 580, 2. C1SC9s 'Recommendations for Direct -Hung Acoustical Tile and Lay -in Panel Ceilings --Seismic Zones 0-2" I CISCA's "Gu'aderines for Seismic Restraint of Direct -Hung Suspended Ceiling Assemblies --Seismic Zones 3 4. UBC Standard 25-2. 1.4 EXTRA MATERIALS A. Furnish extra materials described blow that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Acoustical Ceiling Units: Full-size units equal to 2.0 percent of quantity installed. 2. Suspension System Components: QuanfAy of each concealed grid and exposed component equal to 2.0 percent of quantity installed. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce rists, the following requirements apply for product selection: 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the products specked. 2. Products: Subject to comp rance with requirements, provide one of the products specified. 2.2 GENERAL. A. Acoustical Tile Standard: Comply with ASTM E 1264. B. Metal Suspension System Standard: Comply with ASTM C 635. C. Attachment Devices: Size for Ince times the design load indicated in ASTM C 635, Table 1, "Direct Hung,' unless otherwise indicated. D. Wire Hangers, Braces, and Ties: Zinc -coated carbon -steel wire; ASTM A 641/A 641M, Class 1 zinc coating, soft temper. 1. Size: Select wire diameter so its stress at three times hanger design load (ASTM C 635, Table 1, 'Direct Hung") will be less than yield stress of wire, but provide not less than 0.106 -inch diameter wire. F. Metal Edge Moldings and Trim: Type and profile indicated or, 9 not indicated, manufacturer's standard moldings for edges and penetrations that fit acoustical the edge details and suspension systems indicated; formed from sheet metal of some material and finish as that used for exposed flanges of suspension system runners. 2.3 ACOUSTICAL TiLES 1. Armstrong - Cortego --White. 2.4 METAL SUSPENSION SYSTEM 1. Armstrong B. Direct -Hung Suspension System: Medium Duty. C. Access: Upward, with each access unit identified by manufacturer's standard unobtrusive markers. PART 3 -- EXECUTION 3.1 INSTALLATION A. General: Install acoustical filo ceilings to comply with ASTM C 636, and UBC Standard 25-2 and seismic requirements indicated, per manufacturers written instructions and CiSCA's 'Ceiling Systems Handbook! B. Measure each ceiling area and establish layout of acoustical tiles to balance border widths at opposite edges of each ceiling. Avoid using less -than -half -width tiles at borders. C. Suspend ceiling havers from building's structural members, plumb and free from contact with insulation or other objects within ceiling plenum. Splay hangers only where required to miss obstructions; offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with location of hangers, use tropezes or equivalent devices. 1. Do not attach hangers to steel deck tabs or to steel roof deck. D. Install edge moldings and trim at perimeter of acoustical tale ceiring area and where necessary to conceal edges of acoustical units. Screw attach moldings to substrate with concealed fasteners at intervals not more than 16 inches o.c. and not more than 3 inches from ends, levering with ceiling suspension system to a tolerance of 1/8 inch in 12 feet. Miter comers accurately and connect securely. E. Install suspension system runners so they ore square and securely interlocked with one another. Remove and replace dented, bent, or kinked members. F. Install acoustical tiles in coordination with suspension system and exposed moldings and trim. Place splines or suspension system flanges into kerfed edges so file -to -tile joints are closed by double lop of material. Fiat adjoining fila to form flush, tight joints. Scribe and cut the for accurate fit at borders and around penetrations through tile. Hold file field in compression by inserting leaf -type, spring -steel spacers between tie and moldings, spaced 12 inches o.c. END OF SECTION 09512 z 1 SECTION 09912 - PAINTING (PROFESSIONAL., LINE PRODUCTS) PART 1 - GENERAL 1.1 SUMMARY A. This Section includes surface preparation and field painting of exposed exterior items and surfaces. 1.2 PROJECT CONDITIONS A. Store and apply materials according to manufacturers requirements PART 2 - PRODUCTS 2.1 PAINT MATERIALS, GENERAL A. Material Compatib7rty: Provide block fillers, primers, and finish -coat materials that are compatible with one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. B. Material Quality: Provide manufacturer's best -quality point material of the various coating types specified that are factory formulated and recommended by manufacturer for application indicated. Point -material containers not displaying manufacturer's product identification will not be acceptable. 2.2 PREPARATORY COATS A. Concrete Unit Masonry Block Filler. High-performance latex block filler of finish coat manufacturer and recommended in writing by manufacturer for use with finish coat and on substrate indicated. B. Exterior Primer. Exterior alkyd or latex -based primer of finish coat manufacturer and recommended in writing by manufacturer for use with finish coat and on substrate indicated. 1. Ferrous -Metal and Aluminum Substrates: Rust -inhibitive metal primer. 2. Zinc -Coated Metal Substrates: Galvanized metal primer. 3. Where manufacturer does not recommend a separate primer formulation on substrate indicated, use paint specified for finish coat, PART 3 -- EXECUTION 3.1 APPLICATION A. Examine substrates, areas, and conditions, with Applicator present, for compliance with requirements for paint application, B. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substraite condition and as specified, 1. Provide border coats over incompatible primers or remove and reprime, 2. Cementitious Materials: Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. 3. Ferrous Metals: Clean ungalvanized ferrous -metal surfaces that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with SSPC's recommendations. a. Blast steel surfaces dean as recommended by paint system manufacturer. b. Treat bare and sandblasted or pkWed clean metal with a metal treatment wash coat before priming. c. Touch up bare areas and shop --applied prime coats that hove been damaged. Wire -brush, clean with solvents recommended by paint manufacturer, and touch up with some primer as the shop coat. 4. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents so surface is free of ail and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. C. Material Preparation: 1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density. Stir as required during opprcation. Do not stir surface film into material. If necessary, remove surface film and strain material before using. D, Exposed Surfaces: Include areas visible when permanent or built-in fixtures, grilles, convector covers, covers for finned -tube radiation, and similar components are in place. Extend coatings in these areas, as required, to maintain system integrity and provide desired protection. 1. Point surfaces behind movable equipment and furniture the some as similar exposed surfaces. Before final installation of equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 2. Point back sides of access panels and removable or hinged covers to match exposed surfaces. 3. Finish exterior doors on tops, bottoms, and side edges the some as exterior faces, END OF SECTION 09912 1 Le M A GROUP, TING® 1850 SIDEWINDER DRiVE 2NO FLOOR PARK CITY, LIT 84060 P: 435-940-0778 F: 435-655-7085 2.22 SOUTH NAVEY BLVD. PENSACOLA, FL 32507 P;850-453-2180 F:850-453-2179 833 OCEANFRONT DRIVE SUITE IN LONG BEACH, NY 11561 P:516-670-8490 F:516-670--8485 3330 EARHART DRIVE SUITE 213 DALLAS, TX 75006 P:972-661-8303 F:972-661-8301 f t d 361 Group Construction Services, Inc. 3330 Earhart Drive, Suite 213 Carrollton, Texas 75006 phone: 972.661.8300 fax: 972,661.8301 www.361group.com 7291 GLmw DRIVE FORT MRTH TuAsA180 TEL 817.589.1722 FAx 817.595.2916 MCHITECTUREI LANDSCAPE MCHTTECTUREI INTERIOR DESIONIPLANNINC THOMAS E. BATCNHORST AR91.492 v o REGISTRATION H: DATE OFISSUE No, DiVIE REVMON OWNMHIP OF INSTRUMENIS OF SERCE ANO COPYRIGHT ALL REPORTS, PLANS, SPECITDIIONS, COMPUTER FILES, FIELD DATA, NOTES, AND OTHER DOCUMMIS AND INSiRUMENiS PREPARED BY G23 AND MOR CONSULTAMS AS MUMS Of S1RYrrE %U WN iRE PROF U OF W a iHUR CONS fNn OSOS AND [HEM CONSULIMIS SiAII REM ALL COUMOiI EAW, SEATUIORY AND OIHER RESEW HIMS, INCLUDING THE COPYRIGHT 1HERE10. ANY PUBLIC COMMUNICAHON OR DSRAW4I iRIOURON OF 1116 DC IS PROHIBITED WilliOUT III( WNIIIN AU1110Rf/),I1 T OF CSCE, ST. J01 -INS PLAZAP� ASE II T_ENANNT INTERIORS RINF.I-: ART ROAD AND ST. JOHNS I)ARKWAY SANFORD, FLORIDA CONSTRUCTION DOCUMENTS SPECIFICATIONS PROJECT' NO. 203.72.01 PE-IASI:I Dt1, El SEVfEMBBR 2004 SP92 DRAWN 'I'LW CRECKEll BINDING TLW ORDER C Im 0 5 4 3 2 1 I. THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL MECHANICAL SYSTEM. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE THE MECHANICAL WORK. 2. THE MECHANICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, DUCTWORK, AND PIPING WILL BE INSTALLED AND SHALL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE MECHANICAL WORK. STANDARD EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF ARI, ASME, ASTM, UL, NEMA, ANSI, SMACNA, ASHRAE & NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. ALL EQUIPMENT SHALL BE NEW AND OF THE BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE AND SHALL BE THE PRODUCTS OF REPUTABLE MANUFACTURERS. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWINGS, SPECIFICATIONS, AND THE CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. THE MECHANICAL CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO THE OWNER. 4. THE MECHANICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS NECESSARY TO COMPLETE THE MECHANICAL WORK. 5. THE MECHANICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND SHALL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. IT SHALL FURTHER INCLUDE REPLACEMENT OF REFRIGERANT LOSS NOT DUE TO OWNER NEGLIGENCE. 6. PROVIDE TWO (2) SETS OF PLEATED DISPOSABLE FILTERS. USE ONE SET UNTIL COMPLETION OF CONSTRUCTION. INSTALL THE OTHER SET AT COMPLETION OF CONSTRUCTION. FILTERS TO BE FARR, OR SIMILAR. DO NOT OPERATE UNITS AT ANY TIME WITHOUT FILTERS IN PLACE. 7. CENTRIFUGAL EXHAUST FAN(S) SHALL BE MANUFACTURED BY COOK OR GREENHECK AND SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING DISCHARGE LOCATION WITH NEW AND EXISTING VENTS AND INTAKES, PROVIDING COMPLETE INSTALLATION INCLUDING DUCTWORK FROM RESTROOM GRILLES) TO UNIT AND NECESSARY ACCESSORIES, AND PROVIDING WARRANTY. 8. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE OF CONDENSATE DRAINS FOR ALL AIR HANDLING UNITS UNDER THIS CONTRACT. IF CONDENSATE DRAINS ARE NOT PRESENT THE MECHANICAL CONTRACTOR SHALL INSTALL CONDENSATE DRAINS. DRAINAGE PIPING SHALL BE TYPE "M" COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGS JOINED WITH 50/50 SOLDER. INSULATE ALL CONDENSATE DRAIN PIPING WITHIN THE BUILDING WITH 1" THICK FIBERGLASS INSULATION WITH UNIVERSAL JACKET. 9. ALL DUCTWORK SHALL BE RIGID SHEETMETAL CONSTRUCTED FROM GALVANIZED SHEET STEEL IN ACCORDANCE WITH SMACNA LOW VELOCITY DUCT CONSTRUCTION STANDARDS. ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICE FOR ACHIEVING AN AIR TIGHT SYSTEM. FURNISH ALL REQUIRED DAMPERS, TRANSITIONS, CONNECTIONS, AND ACCESSORIES NECESSARY FOR A COMPLETE OPERATING SYSTEM, 10. FLEXIBLE DUCTWORK MAY BE USED FOR RUNOUTS TO DIFFUSERS. PRODUCT SHALL BE AS MANUFACTURED BY OWENS CORNING, CERTAIN -TEED, OWL -FLEX, OR APPROVED EQUAL AND SHALL MEET REQUIREMENTS OF UL 181 CLASS 1. FLEXIBLE DUCTWORK SHALL HAVE INNER SLEEVE INSULATION (MIN. 1 THICK OUTER MOISTURE BARRIER JACKET AND SELF-SUPPORTING FORM. FLEX DUCT SHALL NOT BE USED FOR ANY CHANGE OF DIRECTION. FLEXIBLE DUCTWORK SHALL NOT EXCEED 6'-0" IN LENGTH. 11. WHERE DUCTWORK IS TO BE EXPOSED TO VIEW IN OCCUPIED SPACES, PROVIDE MATERIALS WHICH ARE FREE FROM VISUAL IMPERFECTIONS INCLUDING PITTING, SEAM MARKS, ROLLER MARKS, STAINS AND DISCOLORATIONS, AND OTHER IMPERFECTIONS, INCLUDING THOSE WHICH WOULD IMPAIR PAINTING. SHEET METAL FOR EXPOSED DUCTWORK SHALL BE GALVANIZED AND MILL PHOSPHATIZED WITH SURFACES PREPARED FOR PAINTING. DO NOT USE METAL STRAPS OR WIRE TO SUPPORT DUCTWORK EXPOSED IN FINISHED SPACES. EXPOSED DUCTWORK SHALL BE SUPPORTED BY ALL -THREAD RODS, AND CIRCUMFERENTIAL STRAPS (FOR ROUND DUCTS) OR UNISTRUT TRAPEZE HANGERS (FOR RECTANGULAR DUCTS). ALL ROUND EXPOSED DUCTWORK SHALL BE SPIRAL TYPE. DO NOT USE FLEX DUCTWORK IN EXPOSED AREAS. 12. SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS WITH A NON -HARDENING, NON -MIGRATING MASTIC OR LIQUID ELASTIC SEALANT OF A TYPE RECOMMENDED BY THE MANUFACTURER FOR SEALING JOINTS AND SEAMS IN SHEET METAL DUCTWORK. COVER ALL FIELD JOINTS, JOINTS AROUND SPIN -IN FITTINGS AND FASTENING SCREWS WITH MASTIC. 13. PROVIDE HOT -DIPPED GALVANIZED STEEL, FASTENERS, ANCHORS. RODS, STRAPS, TRIM, AND ANGLES FOR SUPPORT OF DUCTWORK. 14. PROVIDE OPPOSED BLADE, MULTI LEAF VOLUME CONTROL DAMPERS WHERE INDICATED ON DRAWINGS. 15, PROVIDE UL LISTED FIRE AND SMOKE DAMPERS WHERE REQUIRED AND IN ACCORDANCE WITH NFPA AND LOCAL CODES. PROVIDE CONVENIENTLY LOCATED ACCESS DOORS OF AMPLE SIZE AND QUANTITY FOR SERVICING THE DAMPERS. 16. GRILLES, REGISTERS AND DIFFUSERS SHALL BE MANUFACTURED BY METALAIRE, TITUS, NAILOR OR KRUEGER. AIR DEVICES SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS AND SCHEDULES. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETE AND PROPER INSTALLATION IN THE TYPE OF CEILING AND WALLS PER ARCHITECTURAL. 17. PROVIDE EXTERNAL DUCTWORK INSULATION WITH AN INTEGRAL VAPOR BARRIER FACING OF SUFFICIENT THICKNESS TO MEET LOCAL ENERGY CODE REQUIREMENTS. PROVIDE INSULATION ON ALL SUPPLY AND RETURN AIR DUCTS. EXTERNAL INSULATION SHALL NOT BE INSTALLED ON EXPOSED DUCTWORK. PORTIONS OF DUCTWORK THAT ARE INTERNALLY LINED MAY HAVE EXTERNAL INSULATION REDUCED BY SAME THICKNESS. THERMAL INSULATION TO COMPLY WITH AN NFPA FLAME SPREAD OF 25 OR LESS, AND SMOKE DEVELOPED RATING NO GREATER THAN 50. 18. PROVIDE 1" ACOUSTICAL DUCT LINER ON SUPPLY AND RETURN DUCTWORK WITHIN 10 FEET OF AIR HANDLING UNITS. INCREASE DUCT SIZES INDICATED ON PLANS 2" IN EACH DIMENSION TO ACCOMMODATE LINER. ALL EXPOSED DUCTWORK SHALL HAVE INTERNAL LINING, THICKNESS TO COMPLY WITH LOCAL ENERGY CODE REQUIREMENTS. 19. THE MECHANICAL CONTRACTOR SHALL VERIFY THE EXISTENCE OF CONTROL WIRING IN CONDUIT NECESSARY FOR THE FOR EACH ROOF TOP UNIT 0 COMPLETE AND PROPER OPERATING TEMPERATURE CONTROL SYSTEM R A FOR THIS CONTRACT. IF CONTROL WIRING AND CONTRACTOR CONDUIT IS NOT EXISTING THE MECHANICAL SHALL INSTALL CONTROL WIRING AND CONDUIT FOR EACH RTU REQUIRED FOR THIS CONTRACT. 20. THE MECHANICAL CONTRACTOR SHALL VERIFY THE EXISTENCE OF THERMOSTATS FOR EACH RTU REQUIRED FOR THIS CONTRACT. IF THERMOSTATS ARE NOT EXISTING, THE MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL THERMOSTATS FOR EACH RTU IN THIS CONTRACT. 21. THERMOSTAT(S) SHALL BE HONEYWELL PROGRAMMABLE SERIES T-7300 WITH NON -SWITCHING SUBBASE, OR APPROVED EQUAL. REFER TO DRAWINGS FOR TENANT SPECIFIC THERMOSTAT REQUIREMENTS. 22. PROVIDE SMOKE DETECTORS IN THE MAIN SUPPLY AND/OR RETURN DUCT OF EACH RTU (OR AS REQUIRED BY LOCAL CODE) THAT HAS A SUPPLY AIR FLOWRATE OF 2000 CFM OR GREATER, RTU SHALL BE DE -ENERGIZED UPON DETECTION OF SMOKE. PROVIDE SIGNAL TO FIRE ALARM AS APPLICABLE, 23. MECHANICAL CONTRACTOR SHALL HIRE AN INDEPENDENT NEBB OR AABC CERTIFIED AIR BALANCE CONTRACTOR. SYSTEM SHALL BE ACCURATELY BALANCED TO PROVIDE AIR QUANTITIES INDICATED ON THE DRAWINGS. 24. CONTRACTOR SHALL CONFIRM PROPER OPERATION OF THE AUTOMATIC CONTROLS SYSTEM AND VERIFY SET POINTS DURING BALANCING. 25. SUBMIT TWO (2) COPIES OF THE CERTIFIED BALANCE REPORT TO THE GENERAL CONTRACTOR. 26. THE CONTRACTOR SHALL INSTRUCT THE TENANT(S) IN THE OPERATION AND CONTROL OF THE SYSTEMS AND MAINTENANCE SCHEDULE, �A ,. .GwMNP,�I ro q © .,w} �b ,y{ y, � :y 'A.AAMr,:.,,, Sv �i.'. ! xtr 1.?�':o A : a. i 71 7 4,1 S (t,r V' 7 �1 NWt Jb ^'(� f��//�p/�I c ❑p S (� lr w4/ ! A QF -I t (k PYt.rq OA, S+t:AL N! IVIU0,J4`-FA ,r p F�-fM ,kou. e.N.�.,,e. :PW� L n, . , rvi T? YRVIAT .: v i.. Imo,>> 1111�Y. ,. .,, < ... , s.,. P "R^` (, v. . ,.v ,.. , , r ,.. .:yy- >< , ,d 'v'x i a 1 't✓ SRL W GS y x ,.. ., „5 x„� t r. ..., . r, , . , � . sk s , .t ,. , 1.,.� ...a rdo-'S ).t,. ,.. t � rTHA galrh ,� i 20/10 RECTANGULAR DUCT ❑S (FIRST FIG. IS SIDE SHOWN) --24!-'0--- ROUND DUCT J SQUARE ELBOW WITH TURNING VANES BTUH SUPPLY DUCT IN SECTION CLG. SUPPLY DUCT ® RETURN DUCT IN SECTION CONT RETURN DUCT ® EXHAUST DUCT IN SECTION DN EXHAUST DUCT ® SQUARE CEILING DIFFUSER (SUPPLY) EDH (4 -WAY UNLESS OTHERWISE INDICATED) ® SQUARE CEILING RETURN GRILLE ® SQUARE CEILING EXHAUST GRILLE FCU THERMOSTAT (OR) TEMP SENSOR A10X1^.,- NECK SIZE OR WIDTH X HEIGHT 250'\ (FOR LOUVERS) AMOUNT OF AIR DIFFUSER, GRIL 0 MOTORIZED DAMPER ❑S MOTORIZED SMOKE DAMPER FS MOTORIZED FIRE/SMOKE DAMPER J MANUAL VOLUME DAMPER AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ARCH ARCHITECT AC PACKAGED AC UNIT BTUH BRITISH THERMAL UNIT PER HOUR CLG. CEILING CU CONDENSING UNIT CONT CONTRACTOR CC COOLING COIL DN DOWN E/A EXHAUST AIR EDH ELECTRIC DUCT HEATER EF EXHAUST FAN EXIST EXISTING FCU FAN COIL UNIT FD FIRE DAMPER FLR FLOOR FS FIRE/SMOKE DAMPER GPM GALLONS PER MINUTE GAL GALVANIZED HP HORSE POWER MAX MAXIMUM MBH 1000 BRITISH THERMAL UNITS / HOUR MIN MINIMUM O/A OUTSIDE AIR PEF PURGE EXHAUST FAN R/A RETURN AIR RM ROOM RTU ROOFTOP UNIT SD SMOKE DAMPER SE SMOKE EXHAUST SF SUPPLY FAN SPECS SPECIFICATIONS S/A SUPPLY AIR T/A TRANSFER AIR T OR T -STAT THERMOSTAT OR ROOM SENSOR UH UNIT HEATER V VOLTS ;S''r w` Vl y'AmO.C�':!) tr ik !a t .'�!.rs A j .)`( 9 u�,,tt'':. { ,t e -i .i .y 5 ° 1;Y tr'.I H ty'',. Ct, s",+.:?ti k ,a i d tU eYr �7 "!.x.71 '+;;(' n r.. a',x. - tt 1 '.' ,• ry 1, f 'wt yr t [t '.. '� O ;',:('e 1 i l -C; { r yu.n,; circ: I. 4 U '.,n M. .4+•.,: ,. .. ._.sf r{a. a..,>~d . a,._ �Gf„ ., ,: ., ... „ e \ e kr. , ,t „'.... ,:, >w . i':d, ., a s s J..e 7 f✓. ,, v ,. et, d. , , .,Cr ,..c \ ,..,. ,. ,r�X. .,. s ,., ., , . PARK CIT(, UT 84060 MANUFACTURER MARK SERVES TYPE MATERIAL REMARKS EXT SP MOTOR DATA MAX. A MARK TYPE/LOCATION SERVES CFM LOUVERED CEILING DIFFUSER ALUMINUM METALAIRE 5000-1 1, 2, 3, 4 C REMARKS PERFORATED RETURN GRILLE ALUMINUM METALAIRE 7000R 1, 2, 3, 4 AIRFLOW I STATIC PRESSURE FAN APPROX. WEIGHT LENGTH WIDTH MANUFACTURER IN, WG SONES ENTERING LEAVING W VOLTS PH HZ EF CEILING RESTROOM 100 0.25 60 115 1 60 2.5 1, 2, 3, 4 HP T.C. S.C. NO. REFRIG. R.L. TEMP EAT HP AUXILIARY LAT VOLTS PH. HZ M.C.A. M.O.C.P. 1. PROVIDE WITH INTEGRAL DISCONNECT, AUTO BACKDRAFT DAMPER, EXHAUST GRILLE AND ROOF CAP, 2. SUSPEND FROM STRUCTURE WITH VIBRATION ISOLATION KIT. 3. ACCEPTABLE MANUFACTURERS ARE ACME, BROAN, COOK, GREENHECK, MARLEY AND PENN. 4. SWITCH WITH LIGHT. u _nY ,, , E,. # .IJ,.+ � 1 , � {: e Y • x. i:: b 1 +1'.}ti 5. t�'. ,1}:';+ ,xa R •,. . „r.a .. .:. •r. ,.V,.1.. ak :,i ',Y «,+ ..:.. tt . ., w. ?. r.! � .. .' rk\.. l fr. „s ?'t?.e `,A. „r �... ■■//__��►__ � : i r. :.r.nt n '.>2... .:.s.� 7P. :i.;•'-bu ft i.,r% }f., . %rrtt•'". +^r.. }.:,; ly, . t,. ..,d,,. „� '� ` .. .,"... i .., ["•r ,+ �� v :. •JS ,5`2,1 Ny.! �,. {�%\.t n, .I, r, 4, ,, -:a �,,. r. .r .�. r1�. 1. •X � -i. ka." : 1 i•, ':t ' . ., , ,S .t „ �. o .. i , , fi,, _,,. roF+}11 ,..,rak. ,4r :, ),:", l . a.,r,•t, ,t w. ,w'n��.f'r,.� ..*r 1t.t,:., T,w- :,v.rr,/f_ ,la?1,.a, lw_ at,r PARK CIT(, UT 84060 MANUFACTURER MARK SERVES TYPE MATERIAL REMARKS INDOOR EVAPORATOR PERFORMANCE AND MODEL NO. A SUPPLY ADJUSTABLE LOUVERED CEILING DIFFUSER ALUMINUM METALAIRE 5000-6 1, 2, 3, 4, 5 B SUPPLY LOUVERED CEILING DIFFUSER ALUMINUM METALAIRE 5000-1 1, 2, 3, 4 C RETURN PERFORATED RETURN GRILLE ALUMINUM METALAIRE 7000R 1, 2, 3, 4 AIRFLOW AIRFLOW STATIC PRESSURE 1. OR APPROVED EQUAL. 2. BALANCE TO AIRFLOW SHOWN ON PLAN. 3. PROVIDE WITH OFF-WHITE BAKED ENAMEL FINISH AND WITH APPROPRIATE FRAMES, ETC., FOR MOUNTING WHERE SHOWN ON PLAN. 4. PROVIDE TRANSITIONS AND/OR REDUCERS AS REQUIRED. 5. PROVIDE WITH AIR PATTERN CONTROLLER. 3. , (r- ., d' , ., ., .. .vvii u ,. ., ... .+.r v..,..< .,,., , a ....,. f x u. F., f,S a. r... t {.. .,,.. ,.:^` ar ,.•.. , ::„r :,.-' .,:,:, f..:"�. t ., 4 r. .,, ,.,. ,,, a. {■�.yo�p�.. � P s tw ,' .. 1 , t. x !C. y t t , > r5 , r r r. ,, a . , , ✓-.: k1a � ,, I<,. � � h�:: ® 7 Y Y r r i:. l,. a. ,. ,: .. .+ .. ,. r .�)r/ , , r` n ..n:� ., ^ .., v :.. .. .. r. .... , ..,✓ <, S .. , :,.. c � ,, . , ilk 'V w �f, v. ..v_ s). n>. , M1 a4.. h r..r . � I ,. ✓•. V � � ). 4 1 .. ,'i G h A.n �.,?fu_,raduv . ., , ,S .t „ �. o .. i , , fi,, _,,. roF+}11 ,..,rak. ,4r :, ),:", l . a.,r,•t, ,t w. ,w'n��.f'r,.� ..*r 1t.t,:., T,w- :,v.rr,/f_ ,la?1,.a, lw_ at,r PARK CIT(, UT 84060 NOMINAL SUPPLY OUTSIDE EXTERNAL INDOOR EVAPORATOR PERFORMANCE COMPRESSOR DATA CONDENSER DATA HEATING CAPACITY ELECTRICAL CHARACTERISTICS DALLAS, TX 75006 F:850-453-2179 P:972-661-8303 MARK SIZE AIRFLOW AIRFLOW STATIC PRESSURE FAN APPROX. WEIGHT LENGTH WIDTH MANUFACTURER NOTES ENTERING LEAVING FANS (TONS) (ACFM) (ACFM) HP T.C. S.C. NO. REFRIG. R.L. TEMP EAT HP AUXILIARY LAT VOLTS PH. HZ M.C.A. M.O.C.P. MODEL NUMBER D.B. W.B. D.B. W.B.TYPE NO. F.L,A. (IN WTR) (MBH) (MBH) AMPS ('F) (MBH) HEAT (KW) (°F) (LBS) HEIGHT ALL RTU'S 5.0 2,000 400 0.6 3/4 62.6 49.5 79.0 65.6 56.1 50.3 1 R22 8.2 1 2.3 95 60 56 18,8 100 208 3 60 104 110 800 73"42"x28" LENNOX, MODEL CHP20-060-1Y 1, 2, 3 EXTERNAL STATIC PRESSURE DOES NOT INCLUDE FILTER OR UNIT LOSSES W MINIMUM SEER = 10.0, MINIMUM EER = 9.8 (�) PROVIDE UNIT WITH 0-25% OUTSIDE AIR HOOD/DAMPER AND BAROMETRIC RELIEF (FIELD INSTALLED) Ad F ® 1.54_ Gr11-SZE:(�FL 1p, 11me" 1850 SIDEWINDER DRIVE 833 OCEANFRONT DRIVE 2ND FLOOR SUITE 1 N PARK CIT(, UT 84060 LONG BEACH, NY 11561 P: 435-940-0778 P:516-670-8490 F. 435-655-7085 F:516-670-8485 222 SOUTH NAVEY BLVD. 3330 EARHART DRIVE PENSACOLA, FL 32507 SUITE 213 P:850-453-2180 DALLAS, TX 75006 F:850-453-2179 P:972-661-8303 F:972-661-8301 360 G R O U P C 361 Group Construction Services, Inc. 3330 Earhart Drive, Suite 213 Carrollton, Texas 75006 phone: 972.661.8300 fax: 972.661.8301 www.361group.corn B SUMMIT CONSULTANTS, INC. 13W summil Ave. Suite 420 44W S. Federal Ill A F4 Wurth,'rexas 76102 Denver, Colorado 801 JU 817-878-4242 Fax 817.878-1210 303-904-9585 NORTH No, I DATE' I REVISION OWFfR5111P .OF INSTRUMENTS OF 8ER4N;E ANO COP/RIGHF All, REPORI5, PIANS. SPECIflCATIONS, COMPUTER FW. FW DATA, I QM DOCUMROS ANO MUM PREPARED UY GZ AND 11EJR C1 AS 167UrF111$ OF SEW M 1001 LIE PRIpM OF = X W 001151' ANO TIER COtSUITM %& IfM ALL OOM 0 IAN, STAXIM AM 00 915ImUIIOR of TI6 DRIK#TG 6 PROIWIIED TflIROUT TIE IMdOFN 0gE7i1T101T OF GSA. ST.JOHNS PLAZA PRASE II TENANT INTERIORS A RINEHART ROAD AND ST. JOHNS PARKWAY SANFORD, FLORIDA CONSTRUCTION DOCUMENTS MECHANICAL, SCHEDULES AND SPECIFICATIONS PROJECT NO. 203.72.01 PHASE II DATE MARCH2005 0 DRi1WN 5 4 3 2CH1 1 - _-- - _1 JSOE:CKED I ORDERG I • \n w 4`U NORTH No, I DATE' I REVISION OWFfR5111P .OF INSTRUMENTS OF 8ER4N;E ANO COP/RIGHF All, REPORI5, PIANS. SPECIflCATIONS, COMPUTER FW. FW DATA, I QM DOCUMROS ANO MUM PREPARED UY GZ AND 11EJR C1 AS 167UrF111$ OF SEW M 1001 LIE PRIpM OF = X W 001151' ANO TIER COtSUITM %& IfM ALL OOM 0 IAN, STAXIM AM 00 915ImUIIOR of TI6 DRIK#TG 6 PROIWIIED TflIROUT TIE IMdOFN 0gE7i1T101T OF GSA. ST.JOHNS PLAZA PRASE II TENANT INTERIORS A RINEHART ROAD AND ST. JOHNS PARKWAY SANFORD, FLORIDA CONSTRUCTION DOCUMENTS MECHANICAL, SCHEDULES AND SPECIFICATIONS PROJECT NO. 203.72.01 PHASE II DATE MARCH2005 0 DRi1WN 5 4 3 2CH1 1 - _-- - _1 JSOE:CKED I ORDERG I 5 4 3 2 1 61CAPITWL C 11mmu", ]Lmc.�, 1850 SIDEWINDER DRIVE 833 OCEANFRONT DRIVE 2ND FLOOR SUITE 1N PARK CITY, UT 84060 LONG BEACH, NY 11561 P: 435-940-0778 P:516-670-8490 R 435-655-7085 F:516-670-8485 222 SOUTH NAVEY BLVD. 3330 EARHART DRIVE PENSACOLA, FL 32507 SUITE 213 LOCKING QUADRANT DAMPER P:850--453-2180 DALLAS, TX 75006 F:850-453-2179 P:972-661-8303 F:972-661-8301 HANGER ALL -THREAD RODS STRUCTURE ABOVE WITH VIBRATION ISOLATORS. FlexFlow Elbow 0 60" MAXIMUM by Thermaflex SUPPLY AIR www.flexflowelbow.com MAIN GROd1P C AIR �, �• FLOW FLEX CONNECTION (TYPICAL)EXHAUST FAN WITH p 361 Group Construction Services, Inc, FLEXIBLE DUCT INTEGRAL BACKDRAFT `t ,,� DAMPER 3330 Earhart Drive, Suite 213 .Ir — EX Carrollton, Texas 75006 CEILING DIFFUSER TO WALL OR ROOF CAP phone: 972.661.8300 fax: 972.661.8301 NOTE: INSTALL FLEXIBLE DUCTWORK SUPPORTS AT ALL ROUND NECK OUTLETS/INLETS UNLESS CEILING REQ'D AT EACH RUN -OUT TAP TO EVERY TERMINAL SUPPLY www.361 rou com 9 p' OTHERWISE NOTED ON DRAWINGS. EXHAUST GRILLE AIR DEVICE, AND OTHERWISE AS INDICATED. 2 FLEX DUCT CONNECTION DETAIL- 3 CEILING EXHAUST FAN DETAIL r4 - SPIN -IN DUCT TAP DETAIL - NO SCALE M2.1 NO SCALE M2.1 NO SCALE ASUMMIT CONSULTAN'T'S, INC. 1t 1 : I lr TZ1 t r YL,rs11 ?.II 1300 Summit Ave, Suite 42 44UU S. Federal #1A Ft. Wortlt,Texas 76102 Denver, Colorado 80110 817-8784242 Fax 817-878-4240 303-904')585 ------------_.._ T- !4_-a It;II 11I /, _•'f I� I!; ---1 ---- � It!1 II!1 •' ;! . B ' _,'r I- \ I, `. x-" -• T` "/O„N i 1 I !! , ( _ } --- -:EF-, t A 350 EF f ». �-----_" I . I; -I 1 �� 11 , t ; ! , r ; i, ! — ; L-7-2-11, • , .. F k +f%51,IfIDI A.. t' rY. ,,.�. r � � I.r � Y-...�. fu.r I •, I I �•->.. ! I ! . �� _ � I....� I 1 1 v �l u .Ir: .t:•.i: �• I . .�r 1, ��i r .1%hl. 1 ,.. .,ib i 1 1 Y I 1 1 _.�. _ _� I _ -.-.moi-_.._.......«..........u......-..I.........w.w.......__.•• .., _-'__"f i. . r It. 1^l: . • '. .1 ,. ;n, ,, ,y�. .., ... :. .{ rr 1'� rr'�"rFl+. ., .. d J�3.:r�r: ..I I ,.n , r vk• t, ; �,,� �' ,,.,a ,. , ,a � e R� � ,. r'�,+�''""{, I T�-•-•, I ; I T' �I �I � ">.,:�., 'r y�r"5 `��'`., i I` ` '— — r '{� ! ! ! ! �� ,l r,� , . ;... , •. 1, r,., rP, ....� f 1 i ,.k 17'+lr ;C. i� xt✓ re u v i^• .., 51911„Ffird>.art?a9�G,,,a,er,.sSb,.t.i"AkR1— ! 3 i i� � I••, ..- ! I I I I I I I I I• 1. ALL WORK AND/OR MATERIALS SHALL BE INSTALLED BY A LICENSED ! i ! 4 I ! f i I A 250 CONTRACTOR AND SHALL CONFORM TO ALL APPLICABLE NATIONAL AND LOCAL L. ! ! I ! ! ! I ! ! 10" -�- - `- B BUILDING AND MECHANICAL CODES. - I - --10.1 I ! -- ; ! ! ! r.._... -- -1 ! ! ! �� F'`� 250 A 250 ��,� ! ! ! ;---------- ; ! ! ! I I 1 ... ; ! — E' I I 2. FURNISH ALL LABOR, EQUIPMENT, SUPPLIES AND MATERIALS NECESSARY TO 22/18', , i i I "1 ! ! ' I ! ! ! ! I I I ! I ' ! ' ! ! ! i ! ! I J.�' PROVIDE COMPLETE AND OPERATIONAL SYSTEMS. � ff ff I ff ll iis W 3. CONTRACTOR SHALL COORDINATE ELECTRICAL REQUIREMENTS OF APPROVED ! I ! i ! ! ! i I ! ! ! I 2 2 . ' I I , MECHANICAL EQUIPMENT WITH THE ELECTRICAL CONTRACTOR PRIOR TO THE i ! ! L_____-----' ! ! ! `-"-- ---' ! ! I t� 1 ! ! ! �. ( ( (`---------- J INSTALLATION OF ANY ELECTRICAL GEAR OR CONDUIT. 1 — 4. GENERAL CONTROL WIRING, THERMOSTAT MOTORIZED DAMPERS AND CONDUIT ---------'---------J - ----- L.-.-.__.--------'--------_.-_-. ---.__ _.._------______.__L_-._..._.__.___ ..___--' J, — .._.._...____. ! ! ! ! ! ! ! ! — I — ! ASSOCIATE WITH HVAC EQUIPMENT IS THE RESPONSIBILITY OF THE N ! N ! ! , I 1 1 I i I 1 ( 1 I 1 I I 1 I I 1 1 CONTRACTOR. INSTALL THERMOSTATS CENTERED AT 4-0" ABOVE FINISHED 1 ! ! I ! ( ! FLOOR, UNLESS OTHERWISE INDICATED. FINAL LOCATION OF ALL THERMOSTATS �` ! I ! ! ! ! ! ! 10'fd A 10'fd 10'Q1 I ! 1 ! ! ! ! ! ! ! IA 25010-,V 250 A 250 V 1 1 I I�- (`" :i! ! ! TO BE COORDINATED WITH TENANTS. I ! I i I f I I I ( &2 I I I I I 1 ' I ! I ► ! I I I !�� I�� I I� I I ! � I I I '�- ! I ar 1 "' .11 t 4 2x22 2x22 ! 2x22 2x a �sG C NORTH I� N�' :' `t ! ! I ( ! I R/ i R/A R/A ! R/A ! ! ! ! I r`,'� AI` •7Yl�.� '� YY t Yyk� Yi 'Yl ! I �k� t ,kr'r I I I I 1 I 1 I 1 1 I t�. F.,A`}� 4 1 1 1 t 1 Y r. 1. L i•', Y"'� '`�•'"filA.'� ✓r • I.Ni G��, ! El ! El ' I ! I El No DATE RLVIS[ON O EXISTING 5 -TON ROOFTOP HEATPUMP WITH SUPPLY AND RETURN DUCTS ! ! ! ! ( ! ! ! ! I ! ! ! ! ! ! ! I ! ! ! ! I STUBBED THROUGH ROOF. MAKE CONNECTIONS AS NECESSARY. PROVIDE ! !! I SMOKE DETECTOR IN THE RETURN AIR DUCTWORK IN ACCORDANCE WITH LOCAL i ! ! I ! ! !1 vo 11 ! II ! 1011 10,10 0 Qi i CODE REQUIREMENTS. I &30-000 A 300 I ! 1. ! 1 I ! ! ! ! 10'If� ! 110Ito 101IO 2 SHEET METAL DUCT ELBOW WITH 1 DUCT LINER FOR SOUND ATTENUATION. ! ' ! A A 'A ! O RETURN DUCT WITH i" GALVANIZED STEEL WIRE MESH. 300 ! I 300 300 ! IF ! ! ! ! ! ( ! COVER END OF 1 � jj)) 3 6"0 EXHAUST DUCT UP THRU ROOF TO ROOF CAP. ROOF CAP TO BE PROVIDED �C�� _-__--- L �'�-------�----_._-- � l »�,..�_i OWNERSHIP OF INSrRU11ENT5 OFSFRVICEAND _; _ _�---------'------�--------�---' — -- -- -----------� -'-- --- _—_ ---- _I-----'--- 'f-----__.__..1..;.1._»..,__.___._.�__._.-_._._...---__._...--------.--.--------- ----. ---------1--------�_..._--------L —___-- __—_..__—__.._ ----________. .. ..._ _ _ _ rr- t --,r-- __�_..- ---_ ---��-r_....___.._.__ _.,r ---'_T "----- __ r----=—. 1��-_�. _..__ ,.._ 1 # ,r . _�I .-� _.._ _ rr ... _..-•tr--_— — J� WITH EXHAUST FAN. r---------------------------------'-----------�� r_._._.1r_....---------------------------------------:.___�- r----- --�-----------------�--- _ •, __ _� _ _ _ � t `— - - - - • -• - - __ .__ .- .- - . - - - r - - - - ._ - _. _ ._. _.. _.._ .» ._ .._ . _..._, ._..,_ _. _. _- -- -1- ._ _,_ _ _..- - - - - - - - - - — - - - - _ _, .=• =- - -- - - - - ._. , _::.- - _ - I CQPYRIGHI ALL REPORTS, PIANS. SPEgFICATIDNS. gMIPU1ER FlIES. FlEI.D DATA, AND ANOIEs, OWER DOgl1�NIS N MIRIAM PREPARED DY (SBS AM TI1ENt MWAIM AS NSIRUIfMIS OF SFRNfE zu BRIM 1RE PROPERTY OF GSBS NO in COIb1AA a 6585 I 1 I �_ 11ER COIISIILTAIIIS SIWL WA ALL cOl 0 UW, SIAIUIOR/ AND ODER RESERVED ! t_ _ _ _ _ _ _ __ __ __ __ _ ._ __ _. _ _ _ _ _ _ __ _ _ ._ _ _ _ .__ __ __ __ __ _ _ _ _ J L . _ .._ ._ _ __ _ __ _ ._. _ _ _._ ._ _ _ __. __ _ _ _.. _. _ __ _. _ _ __ _ _ ..,_ _ ._ ._ _. J I L - - - - - - - - - - - - - RI ITIS, INCLUDING THE COP(Wff THERETO. ANY PUBLIC COT, AICATM OR O6IRBUIpII OF THS DRf WMIC 5 PRpIED NIINWI TIE MIGIIEN NRIIOkI1/11011 OF GSBS AM' -- C 0 T DOSTAL ANNE'�X CHINA .`'_j `'R k::,E�: GAMES �')'UBWAY ! � o �.►=-. ! , r». . � ::.f S.I. ! ST. PLAZA JOHNSc:� y.�c�o ,goo.. J i ► I ! PHASE II TENANT I (B) 7 -- i - ► INTERIORS A IINEHA.RI' ROAD AND S'I'. JOHNS PARR,aVAY SANFORD, FLORIDA 1 MECHANICAL PLAN CONSTRUCTION DOCUMENTS MECHANICAL, PLAN AND DE'_fAILS PROJECT' NO, 8' 0 8' 16' 203.72.01 PHASE II M201 DiVfE MARCH 2005 1/8"=1 1-011 D1tt1WN 5 4 3 2 1 CHECKED BINDING Js0 ORDER C wI W 5 I 4 3 2 I 1 1. PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. PROVIDE ALL PERMITS, INSPECTIONS, LICENSES AND FEES. FURNISH ALL LABOR, EQUIPMENT, SUPPLIES AND MATERIALS NECESSARY TO PROVIDE COMPLETE AND OPERATIONAL SYSTEMS. 2. THE DRAWINGS AND SPECIFICATIONS INDICATE THE GENERAL DESIGN AND ARRANGEMENT OF PIPES, FIXTURES, EQUIPMENT, SYSTEMS, ETC. INFORMATION SHOWN IS DIAGRAMMATIC IN CHARACTER AND DOES NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DO NOT SCALE THE DRAWINGS FOR DIMENSIONS. TAKE ALL DIMENSIONS, MEASUREMENTS, EQUIPMENT LOCATIONS, LEVELS, ETC FROM THE ARCHITECTURAL DRAWINGS AND FROM THE EQUIPMENT TO BE FURNISHED. PIPING MAY BE RELOCATED OR OFFSET FOR PROPER CLEARANCES OR TO AVOID CONFLICTS WITH OTHER TRADES. THE DESIGN INTENT (I.E. PITCHES, VELOCITIES, PRESSURE DROPS, VOLTAGE DROPS, ETC) CANNOT BE GREATLY ALTERED WITHOUT THE APPROVAL OF THE ARCHITECT. THE COST OF THESE DEVIATIONS TO AVOID INTERFERENCE'S SHALL BE PART OF THE ORIGINAL CONTRACT BID. 3. EACH SUBCONTRACTOR SHALL CONFER AND COOPERATE WITH ALL OTHER TRADES TO COORDINATE THEIR WORK. COORDINATION SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO MATERIALS AND EQUIPMENT ROUTED IN CEILING AND WALL CAVITIES, EQUIPMENT ARRANGEMENT IN MECHANICAL SPACES, INCLUDING EQUIPMENT CLEARANCE REQUIREMENTS, ELEVATIONS AND DIMENSIONS OF STRUCTURAL MEMBERS AND OPENINGS, ETC. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS. 4. THE OWNER OR ENGINEER ARE NOT RESPONSIBLE FOR THE CONTRACTOR'S SAFETY PRECAUTIONS OR FOR MEANS, METHODS, TECHNIQUES, CONSTRUCTION SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM THE WORK. 5. THE CONTRACTOR SHALL LOCATE ALL EQUIPMENT THAT MUST BE SERVICED, OPERATED, OR MAINTAINED IN FULLY ACCESSIBLE POSITIONS. EQUIPMENT SHALL INCLUDE (BUT NOT LIMITED TO) VALVES, SHOCK ABSORBERS, TRAPS, CLEANOUTS, MOTORS, CONTROLLERS, SWITCHGEAR, AND DRAIN POINTS IF REQUIRED FOR BETTER ACCESSIBILITY. FURNISH ACCESS DOORS FOR THIS PURPOSE. MINOR DEVIATIONS FROM THE DRAWINGS MAY BE ALLOWED TO PROVIDE FOR BETTER ACCESSIBILITY. ANY CHANGES SHALL BE APPROVED BY THE ARCHITECT AND CONSTRUCTION MANAGER/GENERAL CONTRACTOR PRIOR TO MAKING THE CHANGE. 6. THE CONTRACTOR SHALL PROVIDE ACCESS DOORS, WALL OPENINGS, ROOF OPENINGS OR ANY OTHER CONSTRUCTION REQUIREMENT NEEDED TO ACCOMMODATE THE PLUMBING EQUIPMENT. LOCATIONS OF THESE OPENINGS SHALL BE SUBMITTED IN SUFFICIENT TIME TO BE INSTALLED IN THE NORMAL COURSE OF WORK. 7. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL WALL CLEANOUTS, ACCESS DOORS, ETC WITH THE ARCHITECT AND ALL OTHER TRADES PRIOR TO INSTALLATION. IF A CONFLICT WITH MILLWORK, LIGHT SWITCHES, WINDOWS, ETC EXISTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF THE POTENTIAL INTERFERENCE PRIOR TO INSTALLATION. 8. PLUMBING VENTS THROUGH THE ROOF SHALL BE A MINIMUM OF 10 FEET FROM ALL OUTSIDE AIR INTAKES AND A MINIMUM OF 5 FEET FROM EXTERIOR PERIMETER WALLS. 9. PLUMBING FIXTURES AND TRIM OF LIKE KIND SHALL BE OF THE SAME MANUFACTURER THROUGHOUT THE PROJECT. TYPICAL CATEGORIES INCLUDE THE FOLLOWING: A. WATER CLOSETS, LAVATORIES B. FAUCETS, MIXING VALVES C. TAIL PIECE, FIXTURE TRAPS, ESCUTCHEONS, ARM EXTENSIONS, STRAINERS D. FIXTURE CARRIERS, FLOOR DRAINS 10. PROVIDE WATER HAMMER ARRESTERS BETWEEN THE NEXT TO LAST AND LAST FIXTURE AT EACH BATTERY OF PLUMBING FIXTURES IN ACCORDANCE WITH THE WATER HAMMER ARRESTER SCHEDULE AND THE PLUMBING AND DRAINAGE INSTITUTE STANDARD PDI—WH-201. 11. ALL SANITARY WASTE PIPING WITHIN THE BUILDING ENVELOPE SHALL HAVE MINIMUM SLOPES NO LESS THAN REQUIRED BY THE LOCAL CODE AUTHORITY. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS INDICATED ON FLOOR PLANS PRIOR TO INSTALLATION OF ANY SITE UTILITIES AND CONNECTION INTO EXISTING SERVICES. 12. COMPLY WITH THE PROVISIONS OF THE AMERICANS WITH DISABILITIES ACT (ADA). PLUMBING CONTRACTOR SHALL PROVIDE PLUMBING FIXTURES WITH FLUSH VALVE HANDLES LOCATED ON THE WIDE SIDE OF EACH STALL. 13. SEAL ALL PIPE PENETRATIONS THROUGH FIRE RATED BUILDING ELEMENTS WITH AN APPROVED FIRE PROOFING MATERIAL. 14. ALL FLOOR DRAIN AND FLOOR SINK TRAPS SHALL BE PRIMED WITH LISTED TRAP PRIMERS. PROVIDE SPIGOT ADAPTER ON ALL FLOOR DRAINS. HORIZONTAL TRAP PRIMER PIPING SHALL NOT BE ROUTED WITHIN FLOOR SLAB. AFF ABOVE FINISHED FLOOR IN. INCH, INCHES AHU AIR HANDLING UNIT J—BOX JUNCTION BOX APPROX APPROXIMATE kW KILOWATT BD BUILDING DRAIN (BELOW L LENGTH ® FLOOR) MAX MAXIMUM BS BUILDING SEWER (OUTSIDE MIN MINIMUM END DROP (90° ELL) OF BLDG) MSB MOP SINK BASIN CU COPPER, CONDENSING UNIT N/A NOT APPLICABLE CW DOMESTIC COLD WATER PCO PLUG CLEANOUT D EQUIPMENT DRAIN PH PHASE DEG DEGREES PROVIDE FURNISH AND INSTALL (E) EXISTING S SINK EWC ELECTRIC WATER COOLER THRU THROUGH OF DEGREES FAHRENHEIT TP TRAP PRIMER FCO FLOOR CLEANOUT TYP TYPICAL FCU FAN COIL UNIT UL UNDERWRITERS LABORATORIES, INC. FD FLOOR DRAIN V SANITARY VENT FT. FOOT, FEET VTR SANITARY VENT THRU ROOF G NATURAL GAS W SANITARY WASTE (ABOVE FLOOR) HW DOMESTIC HOT WATER WC WATER CLOSET HZ HERTZ WCO WALL CLEANOUT IE INVERT ELEVATION �` 7, rr I y¢{ ro4 . ! , { f •M"".`i ,'' Y 'M'M �,' S�':.`; ,t'Y /:; `vSg :"! e 1 . ' r"N Y Nil ",rRmy,, ''. t . l l I r,;,.'{ p } ', ,t! #?, .�6,i)`l..ln .L4L' ,. `aiY 31 •v: r 0 1 q 4�r I01" I.0 - G,•. t fid fT;! Y. k iS7' 7 Pd r h +ff �, a Y '':j. J' f �. e ,W 4 t r • „J �( P�J'!I�.�iN.q.F:il�i��tsl�:'i �ll,�VTE:..UN:�r:.,Fi. YNriI'14T...d,.:A'"Fr.r,.�,f,(Ax�2e,,L...Y.!A'dds�'•.A�.It..S)...�l4Tf�..n.f,.rilfl. },Y!luY,..,-1Ifl :�IfJ?'%.5i,7db1. MA 1..71Y2feYIfX..7�54't'P4�{MMn��-P'L',A.d�A�'. yr. a',+V1,t .i I w2,1ra':• � �a_.�W`fi. �`:�,dF''4:N• . ,SY;,A3- , . Y° sY � ,�; ,f. .�r( , , ,"fS�7 " SYMBOL DESCRIPTION W SANITARY SEWER (ABOVE CEILING) _BD SANITARY SEWER (BELOW FLOOR, BUILDING DRAIN) ®BS SANITARY SEWER (OUTSIDE OF BUILDING, BUILDING SEWER) -----D---- EQUIPMENT DRAIN (ABOVE CEILING) ®®,-.....- SANITARY VENT ® DOMESTIC COLD WATER - o DOMESTIC HOT WATER G NATURAL GAS ---�— DIRECTION OF FLOW END DROP (90° ELL) DIRECTION OF PIPE SLOPE DOWN . ;A�V r ISd 'p.::d, Yi� [1IV -:. C.!"fi. .f , i .s',aP:t1f yr . . �q N.e ':wJ" f:,��1,,�p,Pr'V;r"�I:' t��4.'`{;YuTCy�,.� ,;Na A1ti7r�'{ svt� x.:I.w4 r: �' `� nj;r'U '� M1zaa;I. ,�y't ',.. ..,• tM1Y.r} 4,, A,;1. 1'111'�, �1 ¢ �qµY, v'""i Y�%r,.}°p', :+W'r•�,,.. .r.'<kFlbrI,� �.a .� 7�..,`d,•+{9�; i,t', t, f'lJ�,.-w. }rsn. ,��:.... � �' oSI :^'• r,i�y«dI' '`.''^ .y¢rer��:{t,r .,:�nyyy:'Y L . ; - yd ,Ln" 'n " . '•. • '�1 .111101 a',+V1,t .i I w2,1ra':• � �a_.�W`fi. �`:�,dF''4:N• . ,SY;,A3- , . Y° sY � ,�; ,f. .�r( , , ,"fS�7 " ,rTrk . 1W�.rGYY' `rhI�� txr�:,;,,.''. lY A!Nd,I • r. '.,.. ,a �I" . .. � .. .`�.i J SYMBOL DESCRIPTION A --Dp— SHUT—OFF / ISOLATION VALVE C — PLUG VALVE / GAS COCK F FIXTURE UNITS GAS PRESSURE REGULATOR ��•�, ..1�iV'� ,,.�1'i^kR" --IO END RISE (90° ELL) 61-113 ---}-� END DROP (90° ELL) ] CAP ON END OF PIPE - —i-D-il WCO WALL CLEANOUT SIPCO PLUG CLEANOUT 1 1/2" 11 tt FD FLOOR DRAIN AMERICAN STANDARD, 0355.012; KOHLER, K-2005; OR CRANE 1412V O FCO FLOOR CLEANOUT PANEL. F 3 � Ii.:>944s, . , P �RN, , V ' ka`tl ylr �r»G151M x r�� 44f.PwI 4iw �i a kra�;r7tnY' A�p;�''"•'Y". qf!M vsH ` 3 n a t MIM i 7 c. ',:v., .Ar, S7' '�, r, ,. F' Id -�., .�,� d4 \ r .:,, dr .�, �§, , , l:W" Y :,' n v q�'! , r.' . ,: A ,. 1 1. r ,;`{ ,•./: r r,ud' 9 6 as ., .r.Mt ,�$ , rJ'*r �, NP' n. :, , i�.:: ., rf L.. � .a r.. U, �:,.",r",• 1 fi T b �Y � 1 A. , j{y U f x... l r . . ,Iy� . ; is .rn , p d d .N, � ` pug �. �.,3P. .-,. t , ,., z d. S ^rr Vp yy` ^..- ,L. .1..a ,+ r �.rv�'J 11,i � I� r. '.,.. ,a �I" . .. � .. .`�.i J .✓1 'w. yew Yom, " P.D.I. SIZE A ,: Y r . � "•:.: B C D E F FIXTURE UNITS 1-11 ��•�, ..1�iV'� ,,.�1'i^kR" 12-32 33-60 61-113 114-154 155-330 SEAT, POSTURE MOLDED, ELONGATED, OPEN FRONT, LESS COVER, STAINLESS STEEL HINGE POSTS, WHITE - - - - CHURCH 9500C; BEMIS, 1655C; OR OLSONITE, 95/SS L1 NOTES: 1 1/2" - - AMERICAN STANDARD, 0355.012; KOHLER, K-2005; OR CRANE 1412V X 1. ALL WHA'S SHALL HAVE AN ACCESS PANEL. - 1/2" 1/2" 2. SIZE AND LOCATE WATER HAMMER ARRESTERS IN ACCORDANCE WITH PDI PAMPHLET PDI—WH-201 :w v f 7v ,., S.' r t vr'a .x r1 F7, „P Au, i 1 dj$s l 1 �' �y w 4 E,Yq 'r,• 'rt +1 i, )a� I I N aat :y Y { M a kr , T ... .. .. .. qr. ,. t W� t � � as y�!� c. ',:v., .Ar, S7' '�, r, ,. F' Id -�., .�,� d4 \ r .:,, dr .�, �§, , , l:W" Y :,' n v q�'! , r.' . ,: A ,. 1 1. r ,;`{ ,•./: r r,ud' 9 6 as ., .r.Mt ,�$ , rJ'*r �, NP' n. :, , i�.:: ., rf L.. � .a r.. U, �:,.",r",• 1 fi T b �Y � 1 A. , j{y U f x... l r . . ,Iy� . ; is .rn , p d d .N, � ` pug �. �.,3P. .-,. t , ,., z d. S ^rr Vp yy` ^..- ,L. .1..a ,+ r �.rv�'J 11,i � I� r. '.,.. ,a �I" . .. � .. .`�.i J .✓1 'w. yew Yom, " .: J i , 0 , .,: ,: Y r . � "•:.: .+ . :, �. .�,.,.. ,, � d „ r a a'. nt ,�„ n�l A'T�'t 2C...� $v �'f.l'➢�.%'. Av 1 �!7��d,''�r :. E�r'�`..I,"�'. ,.�... ,k3.�'4� .: 'M, .... ,w� . n :ll I b::/". : h? .. � A "A,. I Y' er: :� � �rd�°4d�'.,h ,.:. '. . ,. :.' ✓ r :. i. A: 1 iA�'%1 •. .1;�v .,1 ar2s,, di� L. "��g. ��•�, ..1�iV'� ,,.�1'i^kR" MARK DESCRIPTION ROUGH IN (MINIMUM) W I V I CW HW MANUFACTURER AND MODEL NUMBER ADA I /TAS PARK CITY, UT 84060 LONG BEACH, NY 11561 P: 435-940-0778 P:516-670-8490 F. 435-655-7085 F:516-670-8485 222 SOUTH NAVEY BLVD. WC1 WATERCLOSET, TANK TYPE, ELONGATED BOWL, VITREOUS CHINA, WHITE, 1.6 GPF, 17" BOWL, 12" ROUGH -IN 4" 2" - - AMERICAN STANDARD, 2998.012; KOLHER, K-3481; OR CRANE, 3814 X SUPPLY AND STOP, LOOSE KEY, CHROME PLATED BRASS VALVE AND CHROME PLATED COPPER RISER - - 1/2" - MCGUIRE, H2166CCLK; OR EQUAL IN T&S BRASS OR BRASSCRAFT SEAT, POSTURE MOLDED, ELONGATED, OPEN FRONT, LESS COVER, STAINLESS STEEL HINGE POSTS, WHITE - - - - CHURCH 9500C; BEMIS, 1655C; OR OLSONITE, 95/SS L1 LAVATORY, 20"x18" WALL HUNG, VITREOUS CHINA, FRONT OVERFLOW, 4" CENTERS 2" 1 1/2" - - AMERICAN STANDARD, 0355.012; KOHLER, K-2005; OR CRANE 1412V X FAUCET, CHROME PLATED BRASS, 4" INTEGRAL SPOUT, TWO -HANDLE, 4" WRIST BLADE, 4" CENTERS - - 1/2" 1/2" CHICAGO, 802-317; MOEN, 8145; OR EQUAL IN DELTA SUPPLY AND STOPS, LOOSE KEY, CHROME PLATED BRASS VALVES AND CHROME PLATED COPPER RISERS - - - - MCGUIRE, H2165CCLK; T&S BRASS, B-1305; OR BRASSCRAFT, OCRI912A P -TRAP, CHROME PLATED CAST BRASS BODY WITH CLEANOUT, SEAMLESS WALL BEND, 17 GA. - - - - MCGUIRE, 8902; BRASSCRAFT, 507; OR EQUAL IN T&S BRASS OFFSET TAILPIECE AND STRAINER, CHROME PLATED CAST BRASS - - - - MCGUIRE, 155WC; OR EQUAL IN T&S BRASS; OR BRASSCRAFT FIXTURE CARRIER, CONCEALED ARMS, LEVELING AND SECURING SCREWS, UPRIGHTS, WELDED FEET - - - - JOSAM, SERIES 17100; ZURN, Z1231; OR JR SMITH, 0700 WCO WALL CLEANOUT, CI BODY, RECESSED, THREADED BRASS PLUG, STAINLESS STEEL ACCESS COVER - - - - JOSAM SERIES 58710, OR EQUAL IN ZURN, OR WADE NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL SUPPLIES, STOPS, TRAPS, TAILPIECES AND ALL APPURTENANCES NECESSARY FOR A COMPLETE INSTALLATION OF ALL FIXTURES. 2. ALL ADA ACCESSIBLE SINKS AND LAVATORIES SHALL BE EQUIPPED WITH TRUEBRO #103 UNDERSINK PROTECTIVE PIPE COVERS. 3. ABOVE THE FLOOR P -TRAPS ON LAVS AND SINKS SHALL BE 17 GAUGE, CHROME PLATED BRASS. ACCEPTABLE MANUFACTURERS: MCGUIRE, T&S BRASS, OR BRASSCRAFT 4. CONTRACTOR SHALL VERIFY FIXTURE SUPPLIES AND APPURTENANCES FOR EACH FIXTURE PRIOR TO BIDDING AND PURCHASING. ENTERING WATER TEMPERATURE ELECTRICAL CHARACTERISTICS MARK SERVICE TYPE TEMPERATURE °F RISE °F KW I VOLTS I PHASE I HZ MANUFACTURER AND MODEL NUMBER REMARKS WH1 DOMESTIC HOT WATER INSTANTANEOUS I 50 I 48 I 3.5 120 I 1 I 60 EEMAX, MODEL EX3512T OR EQUAL I U�2,U Ol INSTANTANEOUS WATER HEATER SHALL HAVE THERMOSTATIC MIXING CAPABILITIES WITHIN UNIT O3 PROVIDE LOCKABLE CURCUIT BREAKER AT ELECTRIC SERVICE PANEL O PROVIDE 1/2 GPM FLOW CONTROL DEVICE AT DISCHARGE OF INSTANTANEOUS WATER HEATER DOMESTIC WATER PIPING AND FITTINGS A. DOMESTIC (POTABLE) COLD AND HOT WATER PIPING SHALL BE HARD DRAWN COPPER TUBE, ASTM B88, TYPE "L" WATER TUBE, DRAWN TEMPER. FITTINGS SHALL BE CAST -COPPER -ALLOY, ASTM 816.18 OR WROUGHT -COPPER, ASTM B16.22 SOLDER JOINT FITTINGS. PROVIDE SHUTOFF VALVE ON EACH WATER SUPPLY TO EQUIPMENT AND ON EACH WATER SUPPLY TO PLUMBING FIXTURES WITHOUT SUPPLY STOPS. USE BALL VALVES FOR PIPING NPS 2 AND SMALLER.. SANITARY SEWER PIPING SYSTEMS A. WASTE PIPE BELOW GROUND/SLAB WITHIN 5'-0" OF THE BUILDING SHALL BE PVC PIPE, ASTM D 2665, SOLID -WALL DRAIN, WASTE, AND VENT. PVC SOCKET FITTINGS, ASTM D 2665, SOCKET TYPE, MADE TO ASTM D 3311, DRAIN, WASTE, AND VENT PATTERNS, B. WASTE AND VENT PIPING ABOVE GRADE AND IN RETURN AIR PLENUM SHALL BE CAST IRON SOIL PIPE, NO -HUB WITH STAINLESS STEEL COUPLINGS (ASTM A 888, ASTM C 1277, ASTM C 564). INSULATION A, INSULATE ALL HOT AND COLD WATER PIPING WITH 1" THICK FIBERGLASS INSULATION WITH ALL -SERVICE JACKET. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS OR IN ATTIC SPACES SHALL BE INSTALLED TO THE HEATED SIDE OF THE WALL OR ATTIC INSULATION. ALL WATER PIPING SUBJECT TO FREEZING TEMPERATURES SHALL BE: 1. INSULATED SUFFICIENTLY TO PREVENT FREEZING OF PIPING; OR 2. WRAPPED WITH HEAT TAPE, THERMOSTATICALLY CONTROLLED, OF SUFFICIENT WATTAGE TO PREVENT FREEZING OF PIPING. PIPE INSULATION THICKNESS AS RECOMMENDED BY THE HEAT TAPE MANUFACTURER WITH FIBERGLASS INSULATION WITH UNIVERSAL JACKET. EXECUTION OF PLUMBING SYSTEMS A. THE CONTRACTOR SHALL FURNISH ALL PIPE SUPPORTS REQUIRED FOR EQUIPMENT AND MATERIALS. ALL HORIZONTAL RUNS OF PIPING SHALL BE SUPPORTED BY CLEVIS HANGERS, SPACED AS FOLLOWS: COPPER PIPE: NPS 3/4 AND SMALLER: 60 INCHES WITH 3/8 -INCH ROD. COPPER PIPE: NPS 1 AND NPS 1-1/4: 72 INCHES WITH 3/8 -INCH ROD. COPPER PIPE: NPS 1-1/2 AND NPS 2: 96 INCHES WITH 3/8 -INCH ROD. CAST IRON SOIL PIPE: NPS 4 AND SMALLER: 60 INCHES WITH 5/8 -INCH ROD. CAST IRON SOIL PIPING: AT EACH JOINT. ADDITIONAL SUPPORTS SHALL BE PROVIDED WHERE REQUIRED TO PREVENT SAGGING. HANGERS FOR COPPER PIPE SHALL HAVE NYLON INSULATED BUSHINGS OR PIPE SHALL BE WRAPPED WITH 15# FELT. B. PURGE NEW PIPING AND PARTS OF EXISTING DOMESTIC WATER PIPING THAT HAVE BEEN ALTERED, EXTENDED, OR REPAIRED BEFORE USING. USE PURGING AND DISINFECTING PROCEDURES PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR, IF METHODS ARE NOT PRESCRIBED, USE PROCEDURES DESCRIBED IN EITHER AWWA C651 OR AWWA C652 C. TEST SANITARY DRAINAGE AND VENT PIPING ACCORDING TO PROCEDURES OF AUTHORITIES HAVING JURISDICTION. D. EACH PLUMBING VENT AND/OR SOIL STACK PROJECTING ABOVE THE ROOF SHALL BE FLASHED WITH STANDARD MANUFACTURED FLASHINGS. FLASHINGS SHALL BE SHEET METAL WITH RUBBER GASKETS. FLASHINGS SHALL EXTEND INTO ROOFING A MINIMUM OF 12" OR DISTANCE SPECIFIED BY LOCAL CODE, PAINT VENT PIPING EXPOSED ON ROOF BLACK OR AS DIRECTED BY THE ARCHITECT. E. ALL FIXTURES SHALL BE COMPLETE WITH ALL NECESSARY TRIM AND APPURTANENCES, ALL EXPOSED METAL PARTS SHALL BE CHROME -PLATED BRASS. GIS1, GREASE INTERCEPTOR GREASE INTERCEPTOR WITH 750 GALLON LIQUID HOLDING CAPACITY, 1,700 LBS. GREASY SLUDGE CAPACITY. INTERCEPTOR SHALL BE 1/4" ALL WELDED STEEL SEPARATOR. INTERCEPTOR SHALL BE PROVIDED WITH VISABLE DOUBLE WALL OUTSIDE TRAP SEAL, SEPARATOR SCREEN, REMOVABLE FILTER SCREENS, REMOVABLE HEAVY DUTY STEEL PLATE COVER WITH 3/8" NON-SKID DIAMOND TREADPLATE COVER WITH HEAVY-DUTY LEAK PROOF GASKETS. PROVIDE EPDXY COATING ON ALL SURFACES. PROVIDE INTEGRAL EXTENSION TO GRADE. INTERCEPTOR SHALL BE PARK SEPARATOR MODEL GT -750 OR EQUAL. PROVIDE SAMPLE WELL BASIN (TEST WELL) DOWNSTREAM OF GREASE INTERCEPTOR. SAMPLE WELL SHALL BE CLASSIFIED WITH GRADE 60 REINFORCEMENT WITH STEEL REBAR CONFORMING TO ASTM A615. MANHOLE FRAME AND COVER SHALL BE GRAY CAST IRON CONFORMING TO ASTM A48-76, CLASS 30. MANHOLE COVER SHALL BE NOMINAL 24 INCH DIAMETER AND BE HEAVY TRAFFIC DUTY WITH MANHOLE COVER LABELED "SAMPLE WELL". SAMPLE WELL BASIN SHALL BE PARKS EQUIPMENT, SWB-9 OR EQUAL. L�_ LLL 19 CC,NP11TAIL, (Gwt ujp, 11N(CN, 1850 SIDEWINDER DRIVE 833 OCEANFRONT DRIVE 2ND FLOOR SUITE 1 N PARK CITY, UT 84060 LONG BEACH, NY 11561 P: 435-940-0778 P:516-670-8490 F. 435-655-7085 F:516-670-8485 222 SOUTH NAVEY BLVD. 3330 EARHART DRIVE PENSACOLA, FL 32507 SUITE 213 P:850-453-2180 DALLAS, TX 75006 F:850-453-2179 P:972-661-8303 P972-661-8301 60 G R O U P C 361 Group Construction Services, Inc. 3330 Earhart Drive, Suite 213 Carrollton, Texas 75006 phone: 972.661.8300 fax: 972.661.8301 www.361group.com r Q NOR'T'H No. I DATE I REVISION OWNERSHIP OF INSIRUNENIS OF SERVICE AND COPYRIGHT All. REPORTS, P1AN5, SPECIF1CAMS, COIIPUfER HLES HELD DATA, NOTES. AND OTHER DOWUM AND NISRUYENIS PREPARED BY GSBS AND THOR CKULTNITS AS ISIRUW W M SIVA. RDMAI TIE PROPERTY OF GSBS N 10 COIMRIIS, GZ MD W 001511LLWI5 SPoVI, REM ALL COIWDII DWI. STATUTORY NO OTHIR RESERVED ST. JOHNS PLAZA PHASE II TENANT INTERIORS A RINEHA.RT ROAD AND ST. JOHNS PARKWAY SANFORD, FLORIDA CONSTRUC'T'ION DOCUMENTS PLUMBING LEGENDS, NOTES AND SCHEDULES ■ � SUMMIT NO SCALE CONSULTANTS, INC. 1300SUmmit Ave. Suite 420 4400 S. Federal #1A Ft. %ith,'Cexas 76102 Denver, Cvluradv 80110 817-878-4242 Fax 817-878-4240 303-9(A-9585 NOR'T'H No. I DATE I REVISION OWNERSHIP OF INSIRUNENIS OF SERVICE AND COPYRIGHT All. REPORTS, P1AN5, SPECIF1CAMS, COIIPUfER HLES HELD DATA, NOTES. AND OTHER DOWUM AND NISRUYENIS PREPARED BY GSBS AND THOR CKULTNITS AS ISIRUW W M SIVA. RDMAI TIE PROPERTY OF GSBS N 10 COIMRIIS, GZ MD W 001511LLWI5 SPoVI, REM ALL COIWDII DWI. STATUTORY NO OTHIR RESERVED ST. JOHNS PLAZA PHASE II TENANT INTERIORS A RINEHA.RT ROAD AND ST. JOHNS PARKWAY SANFORD, FLORIDA CONSTRUC'T'ION DOCUMENTS PLUMBING LEGENDS, NOTES AND SCHEDULES ■ � Ij50 NO SCALE PROJECTNO, 203.72.01 PHASE II P 11 DA'I'S MARCH 2005 DRt1WN I'LL 5 4 3 2 CHECKED BINDING ORDER 5 4 3 2 1 LA- NSD (CA[�' 1850 SIDEWINDER DRIVE 833 OCEANFRONT DRIVE 2ND FLOOR SUITE 1 N PARK CITY, UT 84060 LONG BEACH, NY 11561 P: 435-940-0778 P:516-670-8490 F: 435-655-7085 F:516-670-8485 222 SOUTH NAVEY BLVD, 3330 EARHART DRIVE PENSACOLA, FL 32507 SUITE 213 P:850-453-2180 DALLAS, TX 75006 F-850-453-2179 P:972-661-8303 GREASE F:972-661-8301 EI P.TOR ;. SAMPLE WELL BASIN (TEST CONTRACTOR TO ROUTE VENT PIPING WELL) WITHOUT CONFLICT TO EXISTING 3 60 r ------I r------------- UTLITLIES. 'CO 4" 4" TENANT WATER SERVICE 4� G R ®U P ' C I I I I TAP AND METER GCO (')) i CO GCO C 361 Group Constr ction Servi s, U Ce Inc._ GCo --------------------_._.,_—..�—®®®.....�...—..� .�..,�.-------CONTRACTOR SHALL VERIFY SIZE TENANT WATER SERVICE AND LOCATION OF THE DOMESTIC 74' i4"— 4" I TAP AND METER L_____JL_______-----J '11I WATER SERVICE PRIOR TO WORK 3330 Earhart Drive Suite 213 Carrollton, Texas 7 50 6 I I 4" I -- - - - - - - - - - -�--- I! (_..�. (E)2„ (E)2.E)2r'3/4" E)2" I , /4 \ phone: 972.661.83004" fax: 972.661.83 01 --314" - 1T { ctrl F. - - --- - — ---- - — - -- — — I I Ti�-T , 'II T -I —1 T —1 T— ( -----} ---- — ----- ------T--T- ---� T-- - —I—r-- -r --.) — __ __-1---__ __ ._ [-a.._._-.____[_.__ _[f_. ___-- -._i__-- L__s ___--r--r_---- _ �--_--�---_rC__...�—r--l--------_._�__..�.��_.�.�Z..__��.r �.._._._.c��[,._._._.�._...ter_-r._-------r_---�z�zr_ ..—_[_ _z Y_�. 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GZ AID TIER CORSIATAIM M RLTAR ALL =0 UIY, STATUWRY AND OTTER RL5EM OR Db Uq OF T� DRAE Q 6 PROHIM T DTHE GOPYRIQff `THERETO. QE � AH � � OF G59S �1 ST. JOHNS PLAZA 2" , � `� ' ". r,��[ �� 4:r��"n4f1 �1�.GA° a ��+il w � Yp � I , �E) Y p ,�, + r# +�•4 �; " ��i 8 �` � t Rl '� 3� 3/4n PHASE II TENANT ��s��a ��"n,�•+�'tn�'Hk„fns,�wd�,+�ir�edk�:�'��,1�,�Y"+da�'��f':M"G�a4v�w�',�U�s,Swe4� d,,s.1t;$.a�1F.��a��E��e��wv,r��! ,A'.�>t�i,4,.r�iM1�n,.:a� I 1 1D EXTEND 3/4" DRAIN FROM AIR HANDLING UNIT COOLING COIL DRAIN PAN TO I 1 I I.L VTEMORS BRANCH TAIL PIECE AT LAVATORY.3/4 r WHA i l 3/4" O CONNECT TO PTRAP PROVIDED BY SHELL BUILDING CONSTRUCTION FOR AIR 1 1/2'// I NICO 3/4" 1/2' 12' /® 1 WHA 112' HANDLING UNIT COOLING COIL DRAINAGE. / wVv / 2" `1 `� r 1 A I l i 2" WC i, 1v/2"2" r E �H1 1/2" V W(�� vv�i \ -A. RINEHART ROAD AND ST. JOHNS PARKWAY SANFORD, FLORIDA 4 1s 5 CONSTRUCTION DOCUMENTS 2" ,C err 4 `� °�4" PLUMBING PLAN 2" SANITARY WASTE AND VENT DOMESTIC WATER SANITARY WASTE AND VENT DOMESTIC WATER z PLUMBING RISER DIAGRAM 3 PLUMPING RISER DIAGRAMPROJECT SCALE: 1/8"-['-0" NO. P2.1 NO SCALE P2.1 NO SCALE 203.72.01 PHASE 11 DATE 8' 0 8' 16' MARCH 2005 P291 DRAWN 'I'LL 5 4 3 2 CI IECKE;I) BINDING JSO ORDER 5 4 3 2 1 MECHANICAL SPECIFICATIONS PLUMBING SPECIFICATIONS ELECTRICAL SPECIFICATIONS lj-M ID CAPHT GITiE ILTP, ILiN(c� THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND THERMOSTAT(S) SHALL BE HONEYWELL PROGRAMMABLE SERIES T-7300 WITH THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND IF WATER PRESSURE SUPPLIED IS NOT BETWEEN 60 PSI MIN. AND 65 PSI MAX., THEN THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL MECHANICAL SYSTEM. THE MECHANICAL CONTRACTOR SHALL NON -SWITCHING SUBBASE, OR APPROVED EQUAL. REFER TO DRAWINGS FOR TENANT FULLY OPERATIONAL PLUMBING SYSTEM. THE PLUMBING CONTRACTOR SHALL FURNISH AND PROVIDE A PRESSURE REGULATOR TO MAIN SUPPLY TO MAINTAIN WATER PRESSURE. FULLY OPERATIONAL ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL FURNISH FURNISH AND INSTALL ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE SPECIFIC THERMOSTAT REQUIREMENTS, INSTALL ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE PLUMBING PROVIDE BACKFLOW PREVENTION ON WATER SERVICE IF REQUIRED BY LOCAL CODES. AND INSTALL ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE 1850 SIDEWINDER DRIVE 833 OCEANFRONT DRIVE THE MECHANICAL WORK. WORK. ELECTRICAL WORK. 2ND FLOOR SUITE 1N PARK CITY, UT 84060 LONG BEACH, NY 11561 PROVIDE SMOKE DETECTORS IN THE MAIN SUPPLY AND/OR RETURN DUCT OF EACH RTU PROVIDE THERMAL INSULATION ON ALL HOT AND COLD WATER PIPING, AND HORIZONTAL P: 435-940-0778 P:516-670-8490 THE MECHANICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE(OR AS REQUIRED BY LOCAL CODE) THAT HAS A SUPPLY AIR FLOWRATE OF 2000 CFM OR THE PLUMBING CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE FIXTURES, WASTE PIPING IN CEILING SPACE WITH SELF—SEALING CLOSED CELL FOAM OR JACKETED THE ELECTRICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE FIXTURES, F. 435-655-7085 F:516-670-8485 EQUIPMENT, DUCTWORK, AND PIPING WILL BE INSTALLED AND WILL REPORT ANY CONDITION GREATER, RTU SHALL BE DE—ENERGIZED UPON DETECTION OF SMOKE. PROVIDE SIGNAL TO EQUIPMENT, AND PIPING WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT, IN HIS FIBERGLASS INSULATION. EQUIPMENT, CONDUIT, AND WIRING WILL BE INSTALLED AND WILL REPORT ANY CONDITION 222 SOUTH NAVEY BLVD. 3330 EMHART DRIVE THAT, IN HIS OPINION PREVENTS THE PROPER INSTALLATION OF THE MECHANICAL WORK.FIRE ALARM AS APPLICABLE. OPINION, PREVENTS THE PROPER INSTALLATION OF THE PLUMBING WORK. STANDARDS THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE ELECTRICAL WORK. PENSACOLA, FL 32507 SUITE 213 STANDARD EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF ASME, FIRE HAZARD RATING FOR INSULATION, ADHESIVES, SEALERS, AND COATINGS SHALL NOT STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS F:850-453-2179 P:9972-661-83036 ARI, ASME, ASTM, UL, NEMA, ANSI, SMACNA, ASHRAE & NFPA, AS APPLICABLE TO EACH MECHANICAL CONTRACTOR SHALL HIRE AN INDEPENDENT NEBB OR AABC CERTIFIED AIR ASTM, UL, NEMA, ANSI, ASHRAE, NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR EXCEED 25 FOR FLAME SPREAD, 50 FOR FUEL CONTRIBUTED, AND 50 FOR SMOKE OF THE CIRRENT NATIONAL ELECTRICAL CODE, ASME, ASTM, UL, NEMA, ANSI, ASHRAE, F:972-661-8301 INDIVIDUAL UNIT OR ASSEMBLY. ALL EQUIPMENT SHALL BE NEW AND OF THE BEST QUALITY BALANCE CONTRACTOR. SYSTEM SHALL BE ACCURATELY BALANCED TO PROVIDE AIR ASSEMBLY. DEVELOPED. NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE AND SHALL BE THE QUANTITIES INDICATED ON THE DRAWINGS. PRODUCTS OF REPUTABLE MANUFACTURERS. ALL EQUIPMENT SHALL BE INSTALLED IN ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES UNLESS OTHERWISE REQUIRED BY LOCAL PLUMBING CODES OR ENERGY CODES THE MINIMUM ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR SHALL CONFIRM PROPER OPERATION OF THE AUTOMATIC CONTROLS SYSTEM AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWINGS, SPECIFICATIONS AND INSULATION LEVELS SHALL BE AS FOLLOWS: AND ORDINANCES, IN CASE OF CONFLICT BETWEEN THE DRAWINGS, SPECIFICATIONS AND 60 AND VERIFY SET POINTS DURING BALANCING. LOCAL CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. THE PLUMBING LOCAL CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. THE ELECTRICAL ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY PIPE SIZE INSULATION THICKNESS CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY C AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWINGS, SPECIFICATIONS, AND SUBMIT TWO (2) COPIES OF THE CERTIFIED BALANCE REPORT TO THE GENERAL EXTRA COST TO THE OWNER. EXTRA COST TO THE OWNER. C O R O U P THE CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. THE MECHANICAL CONTRACTOR. 1" THRU 2" DIA. 1" 361 Group Construction Services, Inc. CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY THE PLUMBING CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES AND GREATER THAN 2" DIA. 1-1/2" THE ELECTRICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES AND 3330 Earhart Drive, Suite 213 EXTRA COST TO THE OWNER. THE CONTRACTOR SHALL INSTRUCT THE TENANT(S) IN THE OPERATION AND CONTROL OF INSPECTIONS NECESSARY TO COMPLETE THE PLUMBING WORK. INSPECTIONS NECESSARY TO COMPLETE THE ELECTRICAL WORK. THE SYSTEMS AND MAINTENANCE SCHEDULE. PROVIDE AND INSTALL FACTORY FABRICATED NO—SCALD SAFETY COVERS WITH INSULATED THE MECHANICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES AND THE PLUMBING CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF FOAM LINER AND TAMPER PROOF STRAP AT ALL EXPOSED PIPING. ALL EXPOSED THE ELECTRICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE Carrollton, Texas 75006 phone: 972.661.8300 INSPECTIONS NECESSARY TO COMPLETE THE MECHANICAL WORK. DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE LAVATORY PIPING SHALL BE INSULATED PER LOCAL ACCESSIBILITY CODES. OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK DATE OF FINAL ACCEPTANCE AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK fax: 972.661.8301 THE MECHANICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN www.361group.com OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. DATE OF FINAL ACCEPTANCE AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK IDENTIFY ELECTRICAL EQUIPMENT USING LAMINATED THREE—PLY, ENGRAVED, PLASTIC PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN NAMEPLATES WITH BLACK SURFACE AND WHITE INTERIOR CORE, AT LEAST 1/16 INCH THICK. THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. IT SHALL FURTHER INCLUDE REPLACEMENT OF REFRIGERANT LOSS NOT DUE TO OWNER NEGLIGENCE. WASTE AND VENT PIPING 10" AND SMALLER SHALL BE CAST IRON SOIL PIPE, NO—HUB ATTACH NAMEPLATES USING CHROMIUM PLATED SCREWS. PROVIDE NAMEPLATES FOR WITH STAINLESS STEEL COUPLINGS, ASTM. PANELBOARDS, TRANSFORMERS AND DISCONNECT SWITCHES. PROVIDE TWO (2) SETS OF PLEATED DISPOSABLE FILTERS. USE ONE SET UNTIL PVC PIPING SHALL NOT BE USED IN RETURN AIR PLENUMS. SUBSTITUTIONS OF SPECIFIED MATERIAL SHALL BE APPROVED IN WRITING BY THE GENERAL COMPLETION OF CONSTRUCTION. INSTALL THE OTHER SET AT COMPLETION OF CONTRACTOR DURING BIDDING. T S UMMI CONSTRUCTION. FILTERS TO BE FARR, OR SIMILAR. DO NOT OPERATE UNITS AT ANY IF REQUIRED BY LOCAL CODES, WASTE, AND VENT PIPING ABOVE GRADE AND FINISH TIME WITHOUT FILTERS IN PLACE. 1 CONSULTANTS, FLOOR SHALL BE CAST IRON PIPE AND FITTINGS WITH NEOPRENE GASKET AND STAINLESS PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR THE WORK. PATCHING SHALL BES. �INC. �svUs�� »;�� STEEL SHIELD AND CLAMP. PROVIDE HUB—TYPE PIPE AND FITTINGS BELOW GRADE WHERE DONE TO THE SATISFACTION OF THE GENERAL CONTRACTOR. CENTRIFUGAL EXHAUST FAN(S) SHALL BE MANUFACTURED BY COOK OR GREENHECK AND 817-87Worth,4242 4 Fax 817-878-4240 Denver, Colorado039SOHO �i�-sus-azaz raxsi�-spa-+z�+o Sus-you-ysss SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. THE MECHANICAL REQUIRED BY LOCAL CODES, PROVIDE FACTORY FINISH ON ALL MATERIAL FURNISHED TO THE JOBSITE AND TOUCH UP CONTRACTOR IS RESPONSIBLE FOR COORDINATING DISCHARGE LOCATION WITH NEW AND INSTALL A COMPLETE TRAP PRIMER SYSTEM FOR ALL FLOOR DRAINS. CONCEAL TRAP FINISHES WHICH HAVE BEEN DAMAGED. EXISTING VENTS AND INTAKES, PROVIDING COMPLETE INSTALLATION INCLUDING DUCTWORK PRIMER WITHIN WALL WITH ACCESS PANEL. FROM RESTROOM GRILLES TO UNIT AND NECESSARY ACCESSORIES, AND PROVIDING () PROVIDE TYPEWRITTEN DIRECTORIES IN ALL NEW PANELBOARDS. PROVIDE NEW TYPEWRITTEN WARRANTY. ALL DOMESTIC WATER PIPING SHALL BE COPPER PIPE WHICH MEETS ASTM STANDARDS. DIRECTORIES FOR EXISTING PANELBOARDS IN WHICH THE LOADS SERVED HAVE BEEN PROVIDE TYPE "L" HARD COPPER PIPE ABOVE GRADE AND TYPE "K" SOFT COPPER TUBING CHANGED BY THE SCOPE OF THIS PROJECT. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE OF CONDENSATE DRAINS FOR ALL BELOW GRADE. THERE SHALL BE NO JOINTS OR FITTINGS INSTALLED IN WATER PIPINGBELOW AIR HANDLING UNITS UNDER THIS CONTRACT. IF CONDENSATE DRAINS ARE NOT PRESENT THE FLOOR SLABPROVIDE A COPY OF AS—BUILT PLANS TO THE GENERAL CONTRACTOR UPON COMPLETION . THE MECHANICAL CONTRACTOR SHALL INSTALL CONDENSATE DRAINS. DRAINAGE PIPING OF PROJECT, "M" SHALL BE TYPE COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGS JOINED WITH ROUTE HORIZONTAL DRAINS AT A GRADE OF 1/4" PER FOOT WHERE POSSIBLE BUT IN NO 50/50 SOLDER, INSULATE ALL CONDENSATE DRAIN PIPING WITHIN THE BUILDING WITH 1" MAINTAIN OPERATIONS OF ALL BUILDING SYSTEMS DURING CONSTRUCTION, COORDINATE ALL CASE LESS THAN 1/8 PER FOOT. THICK FIBERGLASS INSULATION WITH UNIVERSAL JACKET. SHUTDOWNS OR SYSTEM DISRUPTIONS WITH THE GENERAL CONTRACTOR SEVEN DAYS IN COORDINATE WITH LOCAL AUTHORITIES FOR DRAINAGE REQUIREMENTS FOR EQUIPMENT ADVANCE. � ALL DUCTWORK SHALL BE RIGID SHEETMETAL CONSTRUCTED FROM GALVANIZED SHEET DESIGNATED WITH INDIRECT WASTE TO FLOOR DRAINS. PROVIDE PIPED DRAIN TO SANITARY USE EMT CONDUIT WITH COMPRESSION TYPE FITTINGS AND INSULATED BUSHINGS, 3/4 INCH STEEL IN ACCORDANCE WITH SMACNA LOW VELOCITY DUCT CONSTRUCTION STANDARDS, SEWER IF REQUIRED BY LOCAL JURISDICTION. MINIMUM, FOR INTERIOR, CONCEALED WORK AND EXPOSED WORK ABOVE SWITCH HEIGHT. ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICE FOR ACHIEVING AN AIR TIGHT SYSTEM, FURNISH ALL REQUIRED DAMPERS, TRANSITIONS, THE PLUMBING CONTRACTOR SHALL FURNISH ALL PIPE SUPPORTS REQUIRED FOR HIS USE RIGID GALVANIZED STEEL CONDUIT FOR EXPOSED WORK BELOW SWITCH HEIGHT. CONNECTIONS, AND ACCESSORIES NECESSARY FOR A COMPLETE OPERATING SYSTEM. EQUIPMENT AND MATERIAL. ALL HORIZONTAL RUNS OF PIPING SHALL BE SUPPORTED BY „ PIPE HANGERS SPACED NOT MORE THAN 10 FEET O.C. FOR PIPES 1-1/4 AND LARGER, USE SCHEDULE 40 PVC CONDUIT 3/4 INCH MINIMUM FOR ALL UNDERGROUND WORK. FLEXIBLE DUCTWORK MAY BE USED FOR RUNOUTS TO DIFFUSERS. PRODUCT SHALL BE AS AND 8 FEET O.C. FOR PIPES SMALLER THAN 1-1/4" AND AT EACH JOINT FOR SOIL OR PROVIDE PVC COATED, RIGID GALVANIZED STEEL BENDS. B MANUFACTURED BY OWENS CORNING, CERTAIN—TEED, OWL—FLEX, OR APPROVED EQUAL AND WASTE PIPE. ADDITIONAL SUPPORTS SHALL BE PROVIDED WHERE REQUIRED TO PREVENT B SHALL MEET REQUIREMENTS OF UL 181 CLASS 1. FLEXIBLE DUCTWORK SHALL HAVE INNER SAGGING. HANGERS AND PIPE ATTACHMENTS TO BE FACTORY FABRICATED WITH USE GALVANIZED STEEL OUTLET AND JUNCTION BOXES. SLEEVE, INSULATION (MIN. 1" THICK), OUTER MOISTURE BARRIER JACKET, AND GALVANIZED COATINGS; NONMETALLIC COATED FOR HANGERS IN DIRECT CONTACT WITH SELF—SUPPORTING FORM. FLEX DUCT SHALL NOT BE USED FOR ANY CHANGE OF COPPER TUBING. USE COPPER CONDUCTORS, TYPE THHN INSULATION, OR APPROVED EQUAL. USE SOLID DIRECTION. FLEXIBLE DUCTWORK SHALL NOT EXCEED 6'-0" IN LENGTH. CONDUCTORS FOR #10 AWG AND SMALLER AND STRANDED CONDUCTORS FOR #8 AWG AND INSTALL UNIONS ADJACENT TO EACH VALVE AND AT FINAL CONNECTION TO EACH PIECE OF LARGER. ALUMINUM CONDUCTORS ARE NOT ACCEPTABLE. WHERE DUCTWORK IS TO BE EXPOSED TO VIEW IN OCCUPIED SPACES, PROVIDE MATERIALS EQUIPMENT. INSTALL DIELECTRIC COUPLINGS TO CONNECT PIPING MATERIALS OF DISSIMILAR WHICH ARE FREE FROM VISUAL IMPERFECTIONS INCLUDING PITTING, SEAM MARKS, ROLLER METALS. UTILIZE SCREW JOINT STEEL PIPING UP TO AND INCLUDING 1-1/2". COPPER PROVIDE CONNECTIONS TO ALL EQUIPMENT FURNISHED UNDER THIS CONTRACT AND BY MARKS, STAINS AND DISCOLORATIONS, AND OTHER IMPERFECTIONS, INCLUDING THOSE WHICH PIPING 2" AND OVER SHALL UTILIZE WROUGHT COPPER FITTINGS JOINED WITH LEAD FREE OTHER DIVISIONS OF THE WORK. MAKE ALL CONNECTIONS AS RECOMMENDED BY THE WOULD IMPAIR PAINTING. SHEET METAL FOR EXPOSED DUCTWORK SHALL BE GALVANIZED SOLDER. STEEL PIPING 2" AND OVER SHALL BE WELDED. MANUFACTURER AND AS REQUIRED BY APPLICABLE CODES. CONNECT ALL MOTORS AND AND MILL PHOSPHATIZED WITH SURFACES PREPARED FOR PAINTING. DO NOT USE METAL TRANSFORMERS WITH FLEXIBLE CONDUIT SUCH THAT VIBRATION IS NOT TRANSMITTED TO STRAPS OR WIRE TO SUPPORT DUCTWORK EXPOSED IN FINISHED SPACES, EXPOSED PROVIDE J.R. SMITH OR EQUIVALENT FLOOR AND WALL CLEANOUTS AS INDICATED ON THE THE STRUCTURE. USE VIBRATION ISOLATOR KORFUND PADS TO ISOLATE VIBRATION FROM DUCTWORK SHALL BE SUPPORTED BY ALL—THREAD RODS, AND CIRCUMFERENTIAL STRAPS DRAWINGS OR WHERE REQUIRED IN ALL SOIL, WASTE, AND DRAIN LINES. IN AREAS WITH STRUCTURE. USE LIQUID TIGHT FLEXIBLE CONDUIT IN DAMP AND WET LOCATIONS. (FOR ROUND DUCTS) OR UNISTRUT TRAPEZE HANGERS (FOR RECTANGULAR DUCTS). ALL CERAMIC TILE OR CARPETED FLOORING, PROVIDE CLEANOUTS WITH SQUARE, ADJUSTABLE, ROUND EXPOSED DUCTWORK SHALL BE SPIRAL TYPE. DO NOT USE FLEX DUCTWORK IN NICKEL BRONZE TOP. IN AREAS WITH RESILIENT FLOORING, PROVIDE CLEANOUTS WITH MAKE SPLICES AND PROVIDE WORK AS REQUIRED TO MAINTAIN CIRCUIT CONTINUITY TO EXPOSED AREAS. SQUARE, ADJUSTABLE, NICKEL BRONZE TOP WITH TILE RECESS. CLEANOUTS SHALL BE EXISTING DEVICES AND EQUIPMENT TO REMAIN IN SERVICE. SAME SIZE AS PIPE EXCEPT THAT CLEANOUTS LARGER THAN 4" WILL NOT BE REQUIRED. No. DATE REVISION SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS WITH A NON—HARDENING, WHERE CLEANOUTS OCCUR IN WALLS OF FINISHED AREAS, THEY SHALL BE CONCEALED REMOVE ALL EXISTING CONDUCTORS, CABLES AND EXPOSED CONDUIT RENDERED UNUSED BY NON—MIGRATING MASTIC OR LIQUID ELASTIC SEALANT OF A TYPE RECOMMENDED BY THE BEHIND CHROME PLATED ACCESS COVERS. THE SCOPE OF THIS PROJECT BACK TO THE SOURCE OF SUPPLY, MANUFACTURER FOR SEALING JOINTS AND SEAMS IN SHEET METAL DUCTWORK. COVER ALL FIELD JOINTS, JOINTS AROUND SPIN—IN FITTINGS AND FASTENING SCREWS WITH MASTIC. INSTALL PIPING FREE OF SAGS AND BENDS. INSTALL FITTINGS FOR CHANGES IN DIRECTION PROVIDE SPECIFICATION GRADE WIRING DEVICES EQUAL TO HUBBELL 1221 CRY FOR SWITCHES AND BRANCH CONNECTIONS. INSTALL SLEEVES FOR PIPES PASSING THROUGH CONCRETE AND HUBBELL 5262CRY FOR RECEPTACLES. PROVIDE STAINLESS STEEL COVERPLATES FOR PROVIDE HOT—DIPPED GALVANIZED STEEL, FASTENERS, ANCHORS. RODS, STRAPS, TRIM, AND AND MASONRY WALLS, GYPSUM—BOARD PARTITIONS, CONCRETE FLOOR, AND ROOF SLABS. ALL WIRING DEVICES AND COMMUNICATIONS OUTLETS. INSTALL RECEPTACLES AT +18 ANGLES FOR SUPPORT OF DUCTWORK. SEAL PIPE PENETRATIONS THROUGH RATED CONSTRUCTION WITH FIRESTOPPING SEALANT INCHES AND SWITCHES AT +48" UNLESS NOTED OTHERWISE. INSTALL DEVICES IDENTIFIED MATERIAL. UNDERGROUND WATER AND SEWER LINES SHALL BE LAID IN SEPARATE WITH AN "*" SIX INCHES ABOVE THE COUNTER BACKSPLASH. PROVIDE OPPOSED—BLADE, MULTI—LEAF VOLUME CONTROL DAMPERS WHERE INDICATED ON TRENCHES WITH A MINIMUM HORIZONTAL SPACING AS REQUIRED BY CODE, EXCAVATED TO oNNEINIP OF IMSIAUMEMS OF SERVICE ANO corrAM DRAWINGS. THE PROPER DEPTH AND GRADED TO PRODUCE THE REQUIRED FALL. PROVIDE FUSIBLE CLASS "R" DISCONNECT SWITCHES OF AMPERE RATING AS REQUIRED OR DAA NOn AID o wmm amm P MMMU Fl="W CNATmfs AS NOTED ON THE DRAWINGS. FURNISH HEAVY DUTY, QUICK MAKE, QUICK BREAK, THREE AS NSIAOIW OF SEANCE M MM AE FAOFEAPE OF u''Bs as AEl1 MMM M GZ au m COEb1A1m M mm Mi ca" W. srA>uwau OAER me PROVIDE UL LISTED FIRE AND SMOKE DAMPERS WHERE REQUIRED AND IN ACCORDANCE ALL PIPES SHALL BE TESTED BY A BUILDING INSPECTOR APPROVED METHOD BEFORE THEY PHASE, THREE POLE SWITCHES. USE NEMA 1 ENCLOSURES INDOORS AND NEMA 3R Imo" 1Nq-101N W E EE�xEro. mow �lof oA oaErmulpx aF nI� owuErr� s FAOENnm wnpuE 1ElE w�rrDE anwoavinaw aF csE>s. WITH NFPA AND LOCAL CODES. PROVIDE CONVENIENTLY LOCATED ACCESS DOORS OF ARE BACKFILLED OR CONCEALED, AFTER TESTING IS COMPLETE, THE PLUMBING CONTRACTOR ENCLOSURES OUTDOORS. DISCONNECT SWITCHES SHALL BE OF THE SAME MANUFACTURER AMPLE SIZE AND QUANTITY FOR SERVICING THE DAMPERS. SHALL DISINFECT THE POTABLE WATER SYSTEM AND TEST AS REQUIRED BY LOCAL AS THE PANELBOARDS.AUTHORITY. STS PLANA v .l JOHNS GRILLES, REGISTERS AND DIFFUSERS SHALL BE MANUFACTURED BY METALAIRE, TITUS, FUSES SHALL BE CURRENT LIMITING, WITH 200,000 R.M.S. SYMMETRICAL AMPERES PLUMBING CONTRACTOR SHALL PROVIDE VALVES WHERE INDICATED INTERRUPTING RATING AND SHALL BE UL LISTED, ALL FUSES SHALL BE OF THE SAME PRASE II TENANT NAILOR OR KRUEGER. AIR DEVICES SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS ON PLANS AND AS AND SCHEDULES. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. INSTALL MANUFACTURER. FUSES 600 AMPERES AND SMALLER SHALL BE CLASS RK1, DUAL ELEMENT ITEMS NECESSARY FOR A COMPLETE AND PROPER INSTALLATION IN THE TYPE OF CEILING VALVES FOR EACH FIXTURE AND ITEM OF EQUIPMENT, PROVIDE BRAIDED STAINLESS STEEL EQUAL TO BUSSMANN LPS—RK. FUSES IN MOTOR CIRCUITS SHALL BE SIZED INTERIORS AND WALLS PER ARCHITECTURAL. HOSE (UNLESS OTHERWISE NOTED) BETWEEN VALVE AND EQUIPMENT IN ACCORDANCE AS FOLLOWS: FUSES FOR NOT LESS THAN 1.15 SERVICE FACTOR MOTORS SHALL HAVE AN WITH MANUFACTURER'S SPECIFICATIONS. LOCATE SHUT—OFF VALVES ADJACENT TO AMPERE RATING 125 PERCENT OF MOTOR FULL LOAD CURRENT OR NEXT HIGHER FUSE PROVIDE EXTERNAL DUCTWORK INSULATION WITH AN INTEGRAL VAPOR BARRIER FACING OF EQUIPMENT FOR EASY ACCESS SUCH THAT VALVES CAN BE REACHED WITHOUT MOVING RATING. FUSES FOR 1.0 SERVICE FACTOR MOTORS SHALL HAVE AN AMPERE RATING 115 SUFFICIENT THICKNESS TO MEET LOCAL ENERGY CODE REQUIREMENTS. PROVIDE INSULATION EQUIPMENT. PROVIDE VALVES FOR WORKING PRESSURE IN WATER PIPING OF 125 PSI OR PERCENT OF MOTOR FULL LOAD CURRENT OF NEXT HIGHER FUSE RATING. ON ALL SUPPLY AND RETURN AIR DUCTS. EXTERNAL INSULATION SHALL NOT BE GREATER. UNLESS NOTED OTHERWISE VALVES SHALL BE AS FOLLOWS: CIRCUIT BREAKERS SHALL BE BOLT—ON THERMAL MAGNETIC TYPE WITH NUMBER OF POLES A INSTALLED ON EXPOSED DUCTWORK. PORTIONS OF DUCTWORK THAT ARE INTERNALLY LINED VALVE TYPE: MANUFACTURER RINEHART ROAD AND MAY HAVE EXTERNAL INSULATION REDUCED BY SAME THICKNESS. THERMAL INSULATION TO ANDAMPERE RATING AS SHOWN ON THE DRAWINGS. CIRCUIT BREAKERS SHALL BE CAPABLE ST. JOHNS PARKWAY COMPLY WITH AN NFPA FLAME SPREAD OF 25 OR LESS, AND SMOKE DEVELOPED RATING CHECK VALVE UP TO 3" CRANE OR EQUIVALENT OF INTERRUPTING THE FAULT CURRENT AVAILABLE TO THEM WITHOUT THE USE OF SERIES SANFORD FLORIDA NO GREATER THAN 50. CONNECTED RATINGS WITH UPSTREAM CIRCUIT BREAKERS. GLOBE VALVE UP TO 3 CRANE OR EQUIVALENT CONSTRUCTION DOCUMENTS PROVIDE 1" ACOUSTICAL DUCT LINER ON SUPPLY AND RETURN DUCTWORK WITHIN 10 FEET BALL VALVE UP TO 3n CRANE OR EQUIVALENT VERIFY ALL REQUIREMENTS WITH THE ELECTRICAL UTILITY COMPANY AND INSTALL FACILITIES GATE VALVE UP TO 3 APOLLO OR EQUIVALENT IN EXACT COMPLIANCE WITH UTILITY COMPANY REQUIREMENTS. DETERMINE THE WORK THAT OF UNITS. DUCT SIZES ON AIR HANDLING INCREASE INDICATED PLANS 2" EACH TEMP. & PRESSURE RELIEF WATTS OR EQUIVALENT WILL BE PROVIDED BY THE UTILITY COMPANY AND PROVIDE ALL OTHER WORK REQUIRED DIMENSION TO ACCOMMODATE LINER. ALL EXPOSED DUCTWORK SHALL HAVEE INTERNAL SHOCKSTOP WADE OR EQUIVALENT FOR A COMPLETE INSTALLATION OF THE ELECTRIC SERVICE ENTRANCES. MECHANICAL LINING, THICKNESS TO COMPLY WITH LOCAL ENERGY CODE REQUIREMENTS. BACKFLOW PREVENTER WATTS OR EQUIVALENT VACUUM RELIEF VALVE WATTS OR EQUIVALENT PROVIDE A GROUND SYSTEM THAT INCLUDES ALL CONNECTIONS AND TESTING OF: GROUND PLUMBING, AND THE MECHANICAL CONTRACTOR SHALL VERIFY THE EXISTENCE OF CONTROL WIRING IN PRESSURE REDUCING VALVE WATTS OR EQUIVALENT RODS, GROUND CABLES, GROUND BUSES, CONDUITS, FITTINGS, ANCHORS, SUPPORTS, AND ELECTRICAL CONDUIT NECESSARY FOR THE COMPLETE AND PROPER OPERATING TEMPERATURE CONTROL TRAP PRIMER SEAL J.R. SMITH OR EQUIVALENT OTHER MATERIALS AS REQUIRED FOR A COMPLETE INSTALLATION, SYSTEM. FOR EACH ROOF TOP UNIT FOR THIS CONTRACT. IF CONTROL WIRING AND SPECIFICATIONS CONDUIT IS NOT EXISTING THE MECHANICAL CONTRACTOR SHALL INSTALL CONTROL WIRING ALL TELEPHONE AND DATA SYSTEMS CONDUITS SHALL BE (1") ONE INCH UNLESS NOTED AND CONDUIT FOR EACH RTU REQUIRED FOR THIS CONTRACT. OTHERWISE. PROJECT NO. THE MECHANICAL CONTRACTOR SHALL VERIFY THE EXISTENCE OF THERMOSTATS FOR EACH BALLASTS FOR FLUORESCENT LAMPS SHALL BE ELECTRONIC, HIGH POWER FACTOR, RAPID 2O3.72,0I PHASE II DATE RTU REQUIRED FOR THIS CONTRACT. IF THERMOSTATS ARE NOT EXISTING, THE START, DUAL PROTECTED, CLASS P WITH 10 PERCENT THD OR LESS. BALLAST FACTOR MARCH 2O05 MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL THERMOSTATS FOR EACH RTU IN SHALL BE 0.9 OR LESS. PROVIDE BALLASTS AS MANUFACTURED BY ADVANCE, MAGNETEK DRAWN THIS CONTRACT. OR MOTOROLA. DGNI 5 4 3 2 I CIIECKED BINDING ORDER JSO A Hoe A 5 A AMPS kV KILOVOLT ACT ABOVE COUNTERTOP kVA KILOVOLT -AMPS AFF ABOVE FINISHED FLOOR kW KILOWATT AFG ABOVE FINISHED GRADE kWH KILOWATT-HOUR AIC AMPERE INTERRUPTING CURRENT L LENGTH BLDG BUILDING LRA LOCKED ROTOR AMPS C CONDUIT LTG LIGHTING CKT CIRCUIT MAX MAXIMUM CLG CEILING MCA MINIMUM CIRCUIT AMPACITY CU COPPER, CONDENSING UNIT MCB MAIN CIRCUIT BREAKER D DEPTH MH METAL HALIDE DEG DEGREES MIN MINIMUM DIS DISCONNECT MLO MAIN LUGS ONLY DPDT DOUBLE -POLE, DOUBLE -THROW N/A NOT APPLICABLE DPST DOUBLE -POLE, SINGLE -THROW NEC NATIONAL ELECTRICAL CODE EA EACH NEMA NATIONAL ELECTRICAL EMT ELECTRICAL METALIC TUBING MANUFACTURER'S ASSOCIATION EWC ELECTRIC WATER COOLER NFPA NATIONAL FIRE PROTECTION FLA FULL LOAD AMPS D. OUTLET ASSOCIATION FT. FOOT, FEET NO. NUMBER FVNR FULL -VOLTAGE, NON -REVERSING N/O,N/C NORMALLY OPEN, NORMALLY CLOSED G GROUND OC ON CENTER GA. GAUGE PH PHASE GFCI GROUND FAULT CIRCUIT PROVIDE FURNISH AND INSTALL INTERRUPTER PVC POLYVINYL CHLORIDE GFR GROUND FAULT RELAY RE: REFERENCE, REFER GND GROUND RLA RUNNING LOAD AMPS GRS GALVANIZED RIGID STEEL SPDT SINGLE POLE DOUBLE THROW H HEIGHT SPST SINGLE POLE SINGLE THROW HID HIGH INTENSITY DISCHARGE THRU THROUGH HP HORSEPOWER TYP TYPICAL HIPS HIGH PRESSURE SODIUM UL UNDERWRITERS LABORATORIES, INC. HVAC HEATING, VENTILATING AND AIR U.O.N. UNLESS OTHERWISE NOTED CONDITIONING 2. TESTS SHALL INCLUDE THE FOLLOWING: HZ HERTZ V VOLT IER INTEGRATED EQUIPMENT RATING VA VOLT-AMPERE IG ISOLATED GROUND VAC VOLTS ALTERNATING CURRENT IMC INTERMEDIATE METAL CONDUIT W WATT, WIDTH IN. INCH, INCHES W/ WITH J -BOX JUNCTION BOX W/O WITHOUT 8 WP GFI DUPLEX RECEPTACLE - "WP" DENOTES WEATHERPROOF, "GFI" WP WEATHERPROOF DENOTES GROUND FAULT CIRCUIT INTERRUPTER WT WATERTIGHT, WEIGHT QUADPLEX RECEPTACLE. NEMA 5-20R, 20A, 125V XFMR TRANSFORMER TOGGLE AND DIMMER SWITCHES: - 48" AFF TO CENTER OF SWITCH RECEPTACLES: - FINISHED AREAS -18" AFF TO CENTER OF RECEPTACLE - UNFINISHED AREASA8" AFF TO CENTER OF RECEPTACLE - WATER COOLERS -DIRECTLY BEHIND COOLER - COORDINATE ELEVATION WITH THE COOLER TO BE INSTALLED PRIOR TO ROUGH -IN - ABOVE COUNTER -6" ABOVE COUNTER OR BACKSPLASH TO CENTER OF RECEPTACLE DATA OUTLETS: - FINISHED AREAS -18" AFF TO CENTER OF OUTLET - UNFINISHED AREASA8" AFF TO CENTER OF OUTLET - ABOVE COUNTER -6" ABOVE COUNTER OR BACKSPLASH TO CENTER OF OUTLET TELEPHONE OUTLETS: - FINISHED AREAS -18" AFF TO CENTER OF OUTLET - UNFINISHED AREAS -48" AFF TO CENTER OF OUTLET - PUBLIC (PAY) TELEPHONES -44" AFF TO CENTER OF OUTLET - WALL MOUNTED TELEPHONES -48" AFF TO CENTER OF OUTLET - ABOVE COUNTER -6" ABOVE COUNTER OR BACKSPLASH TO CENTER OF OUTLET WALL MOUNTED EMERGENCY LIGHTING FIXTURES: - 84" AFF TO CENTER OF FIXTURE THERMOSTATS: - 48" AFF TO HIGHEST OPERABLE PART ELECTRICAL SPECIFICATIONS: A. CODES AND REGULATIONS 1. CONFORM TO ALL APPLICABLE CODES AND REGULATIONS INCLUDING NATIONAL ELECTRICAL CODE. OBTAIN PERMITS AND PAY FEES AND INSPECTION COSTS. 2. CONFORM TO ALL RULES AND REGULATIONS OF OSHA AS APPLIED TO CONSTRUCTION PROJECT. 3. OBTAIN, BECOME FAMILIAR WITH AND COMPLY WITH ALL LANDLORD SPECIFICATIONS. B. SCOPE 1. INCLUDE ALL LABOR, EQUIPMENT, TOOLS AND MATERIALS FOR ELECTRIC DISTRIBUTION, AS SHOWN ON DRAWINGS. 2. EXTEND NEW POWER SERVICE TO THE BUILDING DISTRIBUTION AS SHOWN ON DRAWINGS. 3. ALL ELECTRICAL WORK, INCLUDING POWER WIRING FROM PANEL IN BUILDING AND WIRING OF OTHER ITEMS INDICATED. 4. FURNISH AND INSTALL NEW LIGHTING AS INDICATED ON DRAWINGS. 5. PROVIDE FACILITIES FOR A NEW RELOCATED TELEPHONE SERVICE. 6. OTHER ELECTRICAL ITEMS INDICATED OR REQUIRED. C. CONDUIT INSTALLATION 1. ALL WIRING TO BE INSTALLED IN CONDUIT IN ACCORDANCE WITH THE N.E.C. AND SO THE REQUIRED CONDUCTORS MAY BE PULLED WITHOUT INJURY OR STRAIN AND PROPERLY SUPPORTED. 2. ALL CONDUITS TO BE CONCEALED IN BUILDING NEW CONSTRUCTION WHERE AVAILABLE. 3. INTERIOR WIRING TO BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) WITH SET SCREW TYPE COUPLINGS AND CONNECTORS. EMT IS NOT APPROVED FOR INSTALLATION IN CONCRETE SLABS OR UNDERGROUND. 4. CONDUIT ON BUILDING EXTERIOR SHALL BE RIGID ALUMINUM OR GALVANIZED STEEL WITH WEATHER -TIGHT FITTINGS AND DEVICES. 5. BURIED CONDUIT SHALL BE RIGID SCHEDULE 40 PVC WITH SOLVENT WELD FITTINGS. INSTALL CODE SIZED GROUND CONDUCTOR IN ALL PVC CONDUIT. PENETRATIONS OF FLOOR SLABS SHALL BE MADE WITH RIGID GALVANIZED STEEL. IN EQUIPMENT ROOMS OR WET LOCATIONS, THREE INCH HIGH CONCRETE CURBS SHALL ENCASE CONDUITS TO SURFACE PANELS OR DEVICES AT THE FLOOR LINE. 5 3 A INCANDESCENT OR HID LIGHTING FIXTURE - ® F FLOOR TELEPHONE OUTLET - "F" DENOTES FLUSH PARK CITY, UT 84060 LETTER DENOTES TYPE P: 435-940-0778 C. MEASURE THE GROUND RESISTANCE OF THE MAIN SERVICE ®q F:516-670-8485 222 SOUTH NAVEY BLVD. FLOOR DATA OUTLET - "F" DENOTES FLUSH 7. WALL WASHER LIGHTING FIXTURE -LETTER DENOTES TYPE F EACH SEPARATELY DERIVED SYSTEM'S GROUNDING ®� CEILING MOUNTED EXIT SIGN, ARROWS AS INDICATED - FLOOR RECEPTACLE/TELEPHONE OUTLET - "F" DENOTES FLUSH X LETTER DENOTES TYPE, DARKENED AREA DENOTES LIGHTED FACE EN "F" OVER 50 FEET FOR RUN WITH TWO RIGHT ANGLES. FLOOR RECEPTACLE/DATA OUTLET - DENOTES FLUSH I WALL MOUNTED EXIT SIGN, ARROWS AS INDICATED - LETTER TRANSFORMERS AND MOTORS. X DENOTES TYPE, DARKENED AREA DENOTES LIGHTED FACE V TELEPHONE OUTLET - "P" DENOTES PAY/PUBLIC TELEPHONE, CONDUIT SHALL BE INDEPENDENTLY SUPPORTED FROM STRUCTURE AND NOT F. QUALITY ASSURANCE "W" DENOTES WALL MOUNTED TELEPHONE C STRIP FLUORESCENT LIGHTING FIXTURE - LETTER DENOTES TYPE ALL PRODUCTS SHALL BE NEW AND OF THE TYPE AND QUALITY 0 DATA OUTLET ®® NIGHT LIGHT FIXTURE AND OR EMERGENCY FIXTURE OTHER PRODUCTS ARE SPECIFIED BY MANUFACTURER, BRAND WITH FLEXIBLE STEEL CONDUIT ("GREENFIELD" IN DRY AREAS AND � MOTOR �-� SITE LIGHTING FIXTURE ESTABLISH THE STANDARDS OF THE DESIRED QUALITY AND OR WET AREAS. STYLE. DISCONNECT SWITCH - "200/3/150" DENOTES 0 D FLUORESCENT FIXTURE - LETTER DENOTES TYPE AMPERES/POLE/FUSE; "NF" DENOTES NON-FUSED FQ � G Y WALL MOUNTED LIGHT FIXTURE - LETTER DENOTES TYPE ® MOTOR STARTER, NEMA SIZE AS NOTED S=zl� EMERGENCY BATTERY PACK LIGHTING FIXTURE D. OUTLET COMBINATION DISCONNECT (SAFETY) SWITCH AND MOTOR SWITCH, SPST, 20A, 120/277V NJ STARTER - "30/3/15/1" DENOTES AMPERES/POLES/FUSE/ NEMA STARTER SIZE; "NF" DENOTES NON-FUSED $3 SWITCH, 20A, 120/277V - "2" DENOTES DPST, "3" DENOTES $M MANUAL MOTOR STARTER WITH THERMAL OVERLOAD THREE-WAY, "4" DENOTES FOUR-WAY 2. FLUSH DEVICE BOXES IN MASONRY WALLS SHALL BE DESIGNED FOR THE SWITCH, SPST, 20A, 120/277V - "K" DENOTES KEY SWITCH, PC PHOTOCELL "P" DENOTES PILOT LIGHT C] PUSH BUTTON 2. DIMMER CONTROL SWITCH, 1000 WATT UNLESS OTHERWISE START -STOP PUSH BUTTON CONTROL STATION NOTED COLOR CODED. GROUND CONDUCTOR SHALL BE GREEN. ® OPEN -STOP -CLOSE PUSH BUTTON CONTROL STATION OCCUPANCY SENSOR SWITCH TC TIME CLOCK $T TIMER SWITCH LEVITON MODEL # E. TESTING AND PLACING IN SERVICE #6124H UNLESS OTHERWISE NOTED 1. ANY MATERIAL OR EQUIPMENT FAILING A TEST SHALL BE B a HHHHHHHH® PANELBOARD - FLUSH OR SURFACE MOUNT AS INDICATED ON $a LOWER CASE LETTERS ADJACENT TO FIXTURE INDICATE ASSOCIATED PLAN SCHEDULE SWITCHING. EXAMPLE SHOWS FIXTURE TYPE "B" ON SWITCH "a" 2. TESTS SHALL INCLUDE THE FOLLOWING: PERCENT OF THE INSULATING VALUE OF THE CONDUCTOR. a DRY -TYPE TRANSFORMER Ej-0 PUSHBUTTON AND EACH PHASE OF EVERY FEEDER UNDER FULL LOAD d) SIMPLEX RECEPTACLE, NEMA 5-20R, 20A, 125V D DRAWING NOTE REFERENCE (I.E., NOTES BY SYMBOL) b DUPLEX RECEPTACLE, NEMA 5-20R, 20A, 125V THERMOSTAT OUTLET BOX V DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER OR BACKSPLASH CR CARD ACCESS READER AT 48"AFF UNLESS INSTRUMENTATION CONDUCTORS) AS FOLLOWS: NOTED OTHERWISE 8 WP GFI DUPLEX RECEPTACLE - "WP" DENOTES WEATHERPROOF, "GFI" © MAGNETIC CONTACTOR, SIZE, COIL VOLTAGE AND DENOTES GROUND FAULT CIRCUIT INTERRUPTER NUMBER OF POLES AS INDICATED QUADPLEX RECEPTACLE. NEMA 5-20R, 20A, 125V © BUZZER &µl SPECIAL RECEPTACLE, NEMA CONFIGURATION OR EQUIPMENT PART NUMBER AS NOTED ON DRAWING F FLOOR RECEPTACLE - "F" DENOTES FLUSH MULTI -OUTLET SURFACE RACEWAY WITH NEMA 5-20R,20A,125V RECEPTACLES 12" ON CENTER JUNCTION BOX 6. NO CONDUIT TO BE RUN EXPOSED ON EXTERIOR OF BUILDING WALLS OR ON 2ND FLOOR SUITE 1 N PARK CITY, UT 84060 THE FLOORS. P: 435-940-0778 C. MEASURE THE GROUND RESISTANCE OF THE MAIN SERVICE R 435-655-7085 F:516-670-8485 222 SOUTH NAVEY BLVD. GROUNDING ELECTRODE AND THE GROUND RESISTANCE OF 7. PROVIDE ALL PULL BOXES AND FITTINGS WHEREVER NECESSARY OR SHOWN. P:850-453-2180 EACH SEPARATELY DERIVED SYSTEM'S GROUNDING F:850-453-2179 ALL STRAIGHT CONDUIT RUNS SHALL NOT EXCEED 100 FEET WITHOUT PULL BOX, ELECTRODE. NOT OVER 75 FEET FOR RUN WITH ONE RIGHT ANGLE BEND AND NOT OVER 50 FEET FOR RUN WITH TWO RIGHT ANGLES. D. MAKE INSULATION RESISTANCE TESTS ON ALL DRY TYPE TRANSFORMERS AND MOTORS. 8. ALL CONDUIT SHALL BE PROPERLY SUPPORTED IN ACCORDANCE WITH THE N.E.C. CONDUIT SHALL BE INDEPENDENTLY SUPPORTED FROM STRUCTURE AND NOT F. QUALITY ASSURANCE FROM DUCTWORK, CEILING HANGERS OR CEILING SUPPORT WIRES. 1. ALL PRODUCTS SHALL BE NEW AND OF THE TYPE AND QUALITY SPECIFIED. WHERE MATERIALS, EQUIPMENT, APPARATUS OR 9. FINAL CONNECTION TO LIGHT FIXTURES AND EQUIPMENT SHALL BE MADE OTHER PRODUCTS ARE SPECIFIED BY MANUFACTURER, BRAND WITH FLEXIBLE STEEL CONDUIT ("GREENFIELD" IN DRY AREAS AND NAME, TYPE OF CATALOG NUMBER, SUCH DESIGNATION SHALL LIQUID TIGHT FLEXIBLE METALLIC CONDUIT ("SEALTITE") IN DAMP ESTABLISH THE STANDARDS OF THE DESIRED QUALITY AND OR WET AREAS. STYLE. 10. ALL EMPTY CONDUITS ARE TO BE PROVIDED WITH PULL WIRES AND NYLON G. WIRE & CABLE BUSHINGS AT BOTH ENDS. 1. WIRE & CABLE SHALL BE AS FOLLOWS: A. #12 AWG AND #10 AWG SOLID OR STRANDED CONDUCTOR COPPER, D. OUTLET BOXES 600 VOLT, TYPE THWN, XHHW, OR THW (75 DEGREES C). 1. SUPPORT ALL BOXES FROM BUILDING STRUCTURE INDEPENDENT OF THE CONDUIT SYSTEM. B. #8 AWG TO AND INCLUDING #500 MCM AWG, STRANDED CONDUCTOR, COPPER, 600 VOLT, TYPE THWN, XHHW OR THW (75 DEGREES C). 2. FLUSH DEVICE BOXES IN MASONRY WALLS SHALL BE DESIGNED FOR THE PURPOSE WITH RAISED COVER. C. #14 AWG MAY BE USED FOR LOW VOLTAGE CONTROL WIRING ONLY. 3. WIRING DEVICE BOXES FOR SURFACE CONDUIT WORK SHALL BE FS SERIES 2. COLOR CODING SHALL BE USED FOR ALL WIRE AND CABLES IN ACCORDANCE CAST BOXES. WITH N.E.C. CODING STANDARDS, CONTROL CONDUCTORS SHALL BE CONTINUOUSLY COLOR CODED. GROUND CONDUCTOR SHALL BE GREEN. 4. DEVICES ON BUILDING EXTERIOR SHALL BE WEATHERPROOF NEMA 3R. 3. JOINTS IN #10 AWG AND SMALLER WIRE SHALL BE MADE WITH "SCOTCH E. TESTING AND PLACING IN SERVICE LOCKS" (OR EQUAL) AND BE INSULATED WITH SCOTCH #33 ELECTRICAL TAPE, 1. ANY MATERIAL OR EQUIPMENT FAILING A TEST SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. 4. JOINTS IN #8 AWG AND LARGER SHALL BE MADE WITH PRESSURE TYPE MECHANICAL CONNECTOR AND INSULATED WITH ELECTRICAL TAPE TO 150 2. TESTS SHALL INCLUDE THE FOLLOWING: PERCENT OF THE INSULATING VALUE OF THE CONDUCTOR. A. MEASURE THE LOAD ON EACH PHASE OF THE MAIN SERVICE AND EACH PHASE OF EVERY FEEDER UNDER FULL LOAD 5. ALL BELOW GRADE LEVEL JOINTS SHALL BE MADE WITH BURNDY TYPE YSG CONDITIONS. COMPRESSION CONNECTORS AND SHRINK WRAP INSULATED. B. MEASURE THE NO-LOOD AND FULL -LOAD VOLTAGES (PHASE 6. COLOR CODE CONDUCTORS (EXCEPT CONTROL AND TO PHASE, PHASE TO NEUTRAL AND PHASE TO GROUND FOR INSTRUMENTATION CONDUCTORS) AS FOLLOWS: EACH PHASE OF EACH SERVICE, OF EACH SEPARATELY 208/120 VOLT SYSTEM DERIVED SYSTEM AND AT EACH PANELBOARD OR PHASE A BLACK TRANSFORMER). PHASE B RED PHASE C BLUE NEUTRAL WHITE GROUND GREEN 4 1 3 1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR THE EXACT LOCATION OF ALL CEILING MOUNTED DEVICES. 2. COORDINATE EXACT LOCATION OF ALL LIGHTING FIXTURES IN ELECTRICAL/MECHANICAL SPACES WITH EQUIPMENT, DUCTWORK AND PIPING. 3. MINIMUM CONDUCTOR SIZE: ALL CIRCUIT HOMERUNS AND ALL CONDUIT -AND-WIRE CIRCUITS SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON THE DRAWINGS. 4. MINIMUM SIZE CONDUIT SHALL BE 1/2" DIAMETER. INSTALL A MINIMUM OF SIX 1/2" EMPTY SPARE CONDUITS FROM EACH RECESSED PANELBOARD TO THE CEILING SPACE ABOVE. 5. ALL CONDUIT PENETRATIONS THROUGH THE ROOF TO SERVE MECHANICAL EQUIPMENT SHALL BE WITHIN THE ASSOCIATED EQUIPMENT ROOF CURB. COORDINATE LOCATIONS OF PENETRATIONS WITH THE MECHANICAL CONTRACTOR. 6. EACH BRANCH AND FEEDER CIRCUIT SHALL BE PROVIDED WITH A GROUND CONDUCTOR SIZED PER ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE (NFPA 70). WHERE A CONDUIT CONTAINS MULTIPLE BRANCH CIRCUITS, PROVIDE A SINGLE GROUND CONDUCTOR UNLESS OTHERWISE NOTED. 7. BRANCH CIRCUIT HOMERUNS SHALL BE INSTALLED IN CONDUIT AND LIMITED TO A MAXIMUM OF THREE PHASE CONDUCTORS, ONE NEUTRAL CONDUCTOR AND ONE GROUND CONDUCTOR. 8. THERE SHALL BE NO SPLICES OF WIRING INSIDE PANELBOARDS OR DISCONNECT SWITCHES. ONLY ONE WIRE SHALL BE TERMINATED TO ANY SINGLE LUG ON A CIRCUIT BREAKER. 9. PROVIDE TYPE HACR CIRCUIT BREAKERS FOR ALL AIR CONDITIONING AND REFRIGERATION EQUIPMENT. 10. PROVIDE THE TYPE OF MOUNTING HARDWARE AND TRIM NECESSARY FOR THE PROPER INSTALLATION OF SPECIFIED LIGHTING FIXTURES IN THE TYPE OF CEILING WHERE INSTALLED. 11. ALL CONDUCTORS SHALL BE THWN/THHN UNLESS OTHERWISE INDICATED. CONDUCTORS SHALL BE RATED FOR 75 DEGREES C. TERMINATIONS SHALL BE RATED FOR 75 DEGREES C. DEVIATIONS SHALL COMPLY WITH NEC ARTICLE 110-14(c) FOR EXACT EQUIPMENT BEING PROVIDED. ALL ELECTRICAL DEVICES SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDA BUILDING CODE A. #12 AND #10 CONDUCTORS SHALL HAVE CONTINUOUS INSULATION COLOR AS LISTED ABOVE. B. COLOR CODE CONDUCTORS LARGER THAN ABOVE, WHICH DO NOT HAVE CONTINUOUS INSULATION COLOR BY APPLICATION OF AT LEAST TWO LAPS OF COLORED TAPE ON EACH CONDUCTOR AT ALL POINTS OF ACCESS INCLUDING JUNCTION BOXES. COLOR TAPE SHALL BE THE EQUAL OF 3M PRODUCTS SCOTCH #35. C. CONDUCTORS SHALL BE SOFT ANNEALED COPPER INSULATED FOR 600 VOLTS UNLESS SPECIFICALLY INDICATED OTHERWISE, ALUMINUM CONDUCTORS ARE NOT ALLOWED ON THIS PROJECT, 7. INSULATION TYPE SHALL BE TYPE THW FOR WIRE SIZES #8 AWG AND LARGER AND THHN OR THWN FOR #10 AWG AND SMALLER. THHN SHALL NOT BE USED IN WET OR DAMP LOCATIONS. 8, FLEXIBLE CORD SHALL BE HEAVY DUTY TYPE SO WITH AN EQUIPMENT GROUND CONDUCTOR IN ADDITION TO THE CURRENT CARRYING CONDUCTORS. 9. INSULATE SPLICING CONNECTORS TO AT LEAST 200 % OF THE WIRE INSULATION. USE PRE -STRETCHED TUBING CONNECTOR INSULATORS, 3M PST FOR #2 AND LARGER CONDUCTORS. 10. FORM AND TIE ALL WIRING IN PANELBOARDS. 11. THERE SHALL BE NO WIRENUT JOINTS OR SPLICES MADE INSIDE SWITCHBOARDS/PANELBOARDS. 12. BRANCH CIRCUIT WIRE SIZES (AND CONDUITS) SHALL BE INCREASED FROM THOSE INDICATED ON THE PLANS TO PREVENT EXCESSIVE VOLTAGE DROP. BRANCH CIRCUITS SHALL BE M INSTALLED WITH WIRES OF SUFFICIENT SIZE SO THAT VOLTAGE DROP BETWEEN THE PANEL AND THE LOADS DOES NOT EXCEED LIMIT OF 2.5% SWITCHES, SAFETY 1. SAFETY SWITCHES SHALL BE HEAVY DUTY, SIZE AND ELECTRICAL CHARACTERISTICS INDICATED, SURFACE MOUNTED, FUSIBLE RATED AT 600 VOLTS ON THE 480 VOLT SYSTEM, AMPERE RATINGS AS NOTED ON THE DRAWINGS, 60 HERTZ, THREE BLADES, INCORPORATING QUICK -MAKE, QUICK -BREAK TYPE SWITCHES. 2. FUSES: UNLESS INDICATED ON THE DRAWINGS AS NON-FUSED TYPE, PROVIDE FUSE FOR SAFETY SWITCHES. FUSE TO BE TIME -DELAY, CURRENT -LIMITING U.L. CLASS RKI, AND HAVE AN INTERRUPT RATING OF 200,000 RMS AMPERES SYMMETRICAL. 3. DISCONNECTS FOR 120 VOLTS, SINGLE PHASE EQUIPMENT SHALL INCLUDE THERMAL OVERLOAD PROTECTION INTEGRAL WITH DISCONNECT FOR MOTORS OR WHERE REQUIRED BY CODE. 2 (CA\mLTNc, jyA[jj Cr1C�- E (/ �F�liX lt-7" Jl -1 `a/ 1850 SIDEWINDER DRIVE 833 OCEANFRONT DRIVE 2ND FLOOR SUITE 1 N PARK CITY, UT 84060 LONG BEACH, W 11561 P: 435-940-0778 P:516-670-8490 R 435-655-7085 F:516-670-8485 222 SOUTH NAVEY BLVD. 3330 EARHART DRIVE PENSACOLA, FL 32507 SUITE 213 P:850-453-2180 DALLAS, TX 75006 F:850-453-2179 P:972-661-8303 F:972-661-8301 60 G R O U P C 361 Group Construction Services, Inc. 3330 Earhart Drive, Suite 213 Carrollton, Texas 75006 phone: 972.661.8300 fax: 972.661.8301 www.361group.com SUMMIT CONSULTANTS, INC. 1300 Summit Avc. Suitt 420 4400 S. Federal #IA Ft. Worth, Texas 76102 Denver, Colorado 80110 817-878-4242 Fax 817-8781240 303.904.9585 N0'1`_Z`FH 4. SWITCHES INSTALLED IN OUTDOOR LOCATIONS SHALL BE WEATHERPROOF NEMA 3R. No. DA'I'I REVISION 5. PROVIDE ENGRAVED NAMEPLATE FOR EACH DISCONNECT SWITCH INDICATING VOLTAGE, PHASE, LOAD SERVED, AND CIRCUIT ORIGIN, USE BLACK LETTERING ON A WHITE BACKGROUND. LIGHTING AND POWER PANELBOARDS 1. PROVIDE DEAD -FRONT SAFETY TYPE LIGHTING AND POWER PANELBOARDS AS INDICATED, WITH SWITCHING AND PROTECTIVE DEVICES IN QUANTITIES, RATINGS, TYPES AND ARRANGEMENT AS SHOWN, EQUIPPED WITH COPPER BUS BARS, FULL-SIZED NEUTRAL BAR, WITH BOLT -IN TYPE MOLDED CASE BRANCH CIRCUIT BREAKERS FOR EACH CIRCUIT, WITH owrIP OF IrtsHROUHans OF sErmcE ArID wPrRICIT TOGGLE HANDLES THAT INDICATE BOLTING TO ENCLOSURE. PROVIDE TYPED DIRECTORY. ALL REPORTS, RAMS, SPECIFDTM =PM FILES, FIELD DATA, WE, AND OTHER DOCUIIERTS AND INSHRUM NIS PREPARED BY G58s AND THBR CONSU.TANIS AS WSIRU W OF SERIME 941E WN TIE WHITT OF ANO W M U NK GZ 2. PROVIDE ENGRAVED NAMEPLATE FOR EACH PANELBOARD INDICATING VOLTAGE, PHASE, K Tat ON11LTANIS %ALL RHAIR ALL MON W, STATBM AE10 ODIR OEM PANEL NAME, AND FEEDER ORIGIN. RIGHTS, INUMW THE C YPoCEtr TIERETO. ANY PDBUC COInMICATO OR MOTION Of IHS DRMC IS WHO WRTOUT TIE RWITM MITI I N OF GSBS GROUNDING ST. JOHNS PLAZA 1. ENTIRE POWER SYSTEM SHALL BE EFFECTIVELY GROUNDED, INCLUDING ALL EXPOSED NOW CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT IN FULL ACCORDANCE WITH N.E.C. ARTICLE 250. PHASE 11 r TENANT 2. A GREEN PIGTAIL SHALL BE INSTALLED FROM GROUNDING SLOTS WHERE RECEPTACLE 1/ 1 ATTACHMENT BAR IS NOT IN DIRECT CONTACT WITH THE OUTLET BOX. INTJ��j L D �ORC LIGHTING J 1. FURNISH AND INSTALL LIGHTING FIXTURES AS SHOWN AND SCHEDULED ON THE DRAWINGS. 2. ALL FIXTURES TO INCLUDE LAMPS. 3. COORDINATE FIXTURE TYPE AND TRIM WITH CEILING CONSTRUCTION, A RINEUTART ROAD AND 4. ALL LAMPS SHALL BE RATED BY MANUFACTURER FOR INSTALLATION IN SPECIFIED FIXTURE. S'f. JOHNS hAMWAY SANFORD, FLORIDA NAMEPLATES GENERAL: FURNISH AND MOUNT ON EACH PANELBOARD, 1 SWITCHBOARD (INCLUDING BRANCH SWITCHES), LARGE JUNCTION CONSTRUC`I"ION DOCUMENTS BOX SAFETY SWITCH, STARTER, REMOTE CONTROL, PUSHBUTTON n T DESCR PS VE OF THETATIONDEQUIP EALLINT ORONTROLSEQUIPME TNCONT CONTROLLED. ELECTFJCn I . 2. PROVIDE BLACK AND WHITE NAMEPLATES CONSTRUCTED FROM LEGEND LAMINATED PHENOLIC WITH A WHITE CENTER CORE. LITTERS SHALL BE ENGRAVED IN THE PHENOLIC TO FORM WHITE LETTERS 3/8" HIGH. FASTEN THE NAMEPLATES WITH SCREWS AND AN ADHESIVE TYPE FASTENER. SCALE: NO SCALL PROJ ECT NU. 203.72.01 PHASE 11 DATE NtARCI 12005 DRix w n E1*1 ADF CHECKED BINDING 1 ISO ORDER IC K IA 5 1 4 1 3 1 2 1. REFERENCE DRAWING E1.1 FOR ADDITIONAL GENERAL NOTES. LIGHTING PLAN 1/8" -1'-0" "1'boo .F (F / �/>, r.� a �� , 1 .' y: " ' , . :1.. ry 'a� 3, r ,.,,... i. ,. } 'Y, 2 -.:,ib. ,.. Y-.-au.:...�,. 1, ,Y'1i) �r a � I ,. { r..� ,� .� � � � � Nom. : .� ��, >_ � �� add A "� .�+ '� '� P�' '! � V ..Y Y v, �. ., •, V �`''Sr; ,+� , r , .: � r .. „ /. ,. x { 10, N' 4 ird'ax,; �-. ,ra:.. ,....,. u'.'J .01rn�. 1;:.a i ,� '{+: 'n. t ,r.w :, �,1. �x:y. t e:',. /' .7 y( X n 't4• .7 LONG BEACH, NY 11561 u,� a.,,�, YI■'y.,/{�,f�...y��y C��yS �jp (�... y1 .i�) .ay ,�y 1 1�%J'�'��v,�'J�fa/.Ct.�'6�r.��,+AY'rd°7.T�L��io�i�I .. 'y8rf1�,xYM,M�b�'Tfa•{N.�4.WRh3.�k1�.�u 222 SOUTH NAVEY BLVD. 3330 EARHART DRIVE -# SUITE 213 P:850-453-2180 DALLAS, TX 75006 F:850-453-2179 P:972-661-8303 BINDING F:972-661-8301 SYMBOL TYPE OF MANUFACTURER & QTY -TYPE INPUT ALLOCATED MOUNTING REMARKS DESIGNATION LUMINAIRE CATALOG NUMBER OF LAMP VOLTAGE FIXTURE LOAD(VA) A 2'x4' FLUORESCENT ACRYLIC LITHONIA 2SP8 G 3 32 A12125 120 1/3 GEB 3 F32T8 120 110 RECESSED CEILING FLUORESCENT Al x4' LITHONIA 3 RECESSED FLUORESCENT ACRYLIC 2SP8 G 3 32 A12125 120 1/3GEB EL F32T8 120 110 CEILING SEE NOTE #1 EMERGENCY/NIGHT FLUORESCENT X ® EXIT LIGHT LITHOIALE P 1 R 120//2N EL N SD LED INCLUDED 120 15 CELING OR (WALL GENERAL NOTES APPLY TO ALL FIXTURES: 1. PROVIDE ALL REQUIRED MOUNTING HARDWARE AND TRIM FOR CEILING TYPE FIXTURE IS MOUNTED IN. 2. REFER TO TENANT IMPROVEMENT DRAWINGS FOR EXACT FIXTURE SPECIFICATIONS AND APPROVED SUPPLIERS. 1 8' 0 8' 16' 1/8'1=11-011 5 4 3 2 1 GwCiur, MN(c. 1850 SIDEWINDER DRIVE 833 OCEANFRONT DRIVE 2ND FLOOR SUITE IN PARK CITY, UT 84060 LONG BEACH, NY 11561 P: 435-940-0778 P:516-670-8490 F. 435-655-7085 F:516-670-8485 222 SOUTH NAVEY BLVD. 3330 EARHART DRIVE PENSACOLA, FL 32507 SUITE 213 P:850-453-2180 DALLAS, TX 75006 F:850-453-2179 P:972-661-8303 BINDING F:972-661-8301 6 R 0 U P C 361 Group Construction Services, Inc. 3330 Earhart Drive, Suite 213 Carrollton, Texas 75006 phone: 972.661.8300 fax: 972.661.8301 www.361group.com SUMMIT CONSULTANTS, INC. 1300 Summit Ave. Suite 420 4400 S. Fcdcral NIA Ft. Worlh,'Pexas 76102 Denver, Colorado 80110 817.8784242 Fax 817-878-4240 303-904-9585 NORTH No. DATE I REVISION OWNERSHIP OF INSTRUMENTS OF SERVICE AND COPYRIGHT ALL REPORTS. PLANS, SPECIFICATIONS, CONFUTER MES. FIELD DATA, NOTES. AND OTHER DOCUMENTS AND NSIRUIIFRIS PREPARED DY GSUS AND THEIR CONSLETANTS AS MSIR WITS OF SERWLE M REIM THE PROPERTY OF GSBS MU ITER fAIbULTMNS. GSUS MD TIER OONSULIMOS M WM ALL MON TAX STATUTORY AND ODER RESERI'ED NO. INCLUDING IHE COPYRIGHT THERETO. ANY PUBLIC COMMUNICATION OR DISIRM11011 OF THIS ORNK IS Pm11m IMDm DE WITEN AITHOId1ATION OF GSBS. ST, JOHNS PLAZA PHASE II TENANT INTERIORS A RINEHAXI' ROAD AND S`I'. JOHNS PARKWAY SANFORD, FLORIDA 1 CONSTRUCTION DOCUMENTS 1 LIGHTING PLAN SCALE: 1/8" = 1'- 0" PROJECT NO, 203.72.01 RHASE II DXIE MARCH 2005 E201 DRAWN ADF CHECKED BINDING JSO ORDER 5 4 3 2 1 C �1`TCa (C_AP1[TA14 (Ga�E>rY>,Cf,, 1850 SIDEWINDER DRIVE 833 OCEANFRONT DRIVE 2ND FLOOR SUITE 1N PARK CITY, UT 84060 LONG BEACH, NY 11561 P: 435-940-0778 P:516-670-8490 F: 435-655-7085 F:516-670-8485 EXISTING TELEPHONE 222 SOUTH NAVEY BLVD. 3330 EARHART DRIVE PENSACOLA, FL 32507 SUITE 213 SERVICE ENTRANCE. P:850-453-2180 DALLAS, TX 75006 PROVIDE 1" CONDUIT F:850-453-2179 P:972-661-8303 F:972-661-8301 EXISTING ELECTRICAL WITH PULLSTRING TO SERVICE ENTRANCE. TELEPHONE SERVICE RE: 1 /E4 POINT. 1 ! I 360 OI / �I u 11 ! 2 I ! PANE PA PA PANEL\CS I I I ! -:. - r i ��- �'--- - - — — -�•" � -- -- t -� -- --- - - - - -- _ _ (..____II_..- G R 0 U P 6I Group Construction Services, Inc. 11 / S 3330 Earhart Drive, Suite 213 N)'Cs-4 _ CS 1,,. Carrollton,Texas 75006PA-11 , S-2'PA pEF-j hone: 972.661.8300 fax: 972.661.8301 T- www 361gr up,com PA-6 CS-6 . CS-4 fWH-1 iWH-2—'PA-4 'PA-4 CS-4 - PA- ` 200/3/NF 200 3NF 3 #1, 1 #6GI, 1 1/2,c , 3 #1, 1 #6G., 1 1/2C.-�---- 1 ,I i r- tt F � � I! ! I I � ! I • - �.� __ � i � �:=; ! I I �— — --�=-- —� 1..._1 I ! { I ! ! ! ! I I II I IPA -4 I ij ! CS-4 I III ! { ! ! ! ! ?-- --- —�- I I T T:�4 SUMMIT ACONSULTANTS WP-._.J ; ' I - ; ; ; ; 1 ( P i ; II ! ! I I '- - ! ! I `---- --- ! I I INC. 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EXHAUST FANS (EF) ARE TO BE SWITCHED WITH LIGHTING. � W � CF mss?= 20 PROVIDE A 1” CONDUIT WITH PULL CORD AND 3/411 PLYWOOD BACKBOARD FOR R1111F1R fAtb1M.TANTS M UM AIL MW IN. SEATUR1Rl' NO GM RESERVED RIGHTS, INCLUDING THE WIMIM THERETO, ANY PUBLIC COMMUNICATION OR D6TRBUIp11 OF M WM IS MOM NIM IM WWIEN MIM1101 OF IM TELEPHONE SERVICE TO TENANTS SPACE. PAINT PLYWOOD TO MATCH WALL MOUNTED ON. EXTEND THE 1" CONDUIT FROM THE TELEPHONE TERMINAL ST. JOHNS PLAZA CABINET TO THE 3/4" PLYWOOD BACKBOARD AT TENANTS SPACE. VERIFY LOCATION WITH TENANT AND COORDINATE ALL REQUIREMENTS WITH THE TELEPHONE COMPANY PRIOR TO INSTALLATION. PROVIDE A #6 GROUND TO PHASE II TENANT TELEPHONE TERMINATION BOARD. INTERIORS A -A RINEUART ROAD AND ST. JOINS PARKWAY SANFORD, FLORIDA CONSTRUCTION DOCUMENTS POWER PLAN SCALE: 1/8" =1' - 0" 8" 0 8' 16' PROJECrNO. W 61 1 /8"=1'-0" 203.72.01 PHASE II 301 DA`fE MARCH 2005 DRAWN AD 5 4 3 2 1 CHECKED BINDING Jso ORDER