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HomeMy WebLinkAboutBuilding PlanGODE5 OCCUPANCY TYPE ZONING ZONING ID - INDUSTRIAL INDUSTRIAL GROUP I - DIVISION 1 BUILDING 2004 FBG LIFE SAFETY NFFA LIFE SAFETY CODE 2004 EDITION GON5TRUGTION TYPE MECHANICAL 2004 FBG MECHANICAL CODE $ NFFA 9OA - 2004 EDITION ELECTRICAL 2002 NATIONAL ELECTRIC CODE PLUMBING FBG 2004 PLUMBING CODE TYPE V, UNPROTECTED, SPRINKLEREI7 GAS FBG 2004 PLUMBING CODE FIRE NATIONAL FIRE ALARM CODE 2004 EV, NFPA 101 - 2004 EDITION HANDICAP 2004 FBC 655 CONSTRUCTION W/ 1-HR TENANT SEPARATION WALL5 i . I a J t o�— i BUILDING E BUILDING F I J AtO& - I E101 F106 F105 F104 F105 F102 F101 BUILDINGa 4 < ¢ $ A A1014 A104 3 i AIM r A102 I 0108 TUNIT A1o1 Ul ILOCATION I D109 B113 i $112. $111 D110 BUILDING 6 BUILDING B B110 i $104 D111 000 �'oSoS 0000�O�Q 5105 55555555v mmmmwmm BUILDING D SEE CIVIL ENGINEERING DRAWING PACKAGE FOR ALL BITE INFORMATION. 11 D] M N :N !fl GROUNDFLOOR ENGINEERING J. L. DeBAY, INC. TECHNO ENGINEERING TOMMY TRAVERA5, PE JAMES L. DEBAY, PE NAZIE D'JAHAN5HAHI, PE 2525 OLD OKEECHOBEE ROAD, SUITE 1 4524 GUN CLUB ROAD, SUITE 208 11911 U5 HIGHWAY 1-SUITE 201 WE5T PALM BEACH, FLORIDA 3540cl WE5T PALM BEACH, FLORIDA 35415 NORTH PvALM BEACH, FLORIDA 33405 Ph (561) 951-5aO-7 / F (561) 615-9165 Ph (561) 6501-1710 ph (5&1) 62-1-8112/ F (561) 627-1111 tommyogroundfl.com jldebay®covad.net naZle*techno-englneeringLom CiTRIJt^TIJi2AL MEnHANIGAL/ PLUMBING ELECTRICAL DETAIL TAG Fse-ai SECTION TAG C'J ELEVATION TAG 2 INT ELEV TAG 3 A4.1 1 4 NOTE REFEREN(� REVI510N TAG 1 COLUMN GRID - R WINDOW TAG DOOR TAG A` 10 ROOM TAG 200M 101 ELEV DATUM Fa -1!�- O'-O" ELEVATION MA �- t0 of:5lab x NORTH ARROV MA90NRY: FIREBRICK FACE BRICK CERAMIC TILE CONCRETE: CONCRETE BLOCK CAST -IN -PLACE and PRECAST 0 LIGHTWEIGHT C EARTHWORK: DISTURBED UNDISTURBED STONE / GRAVEL POROUS FILL INSULATION: BATT BLANKET L005E FILL RIGID FIN15H MATERIALS: ACOUSTIC, TILE GLASS CAULK and SEALANTS: SEALANT —I W/BACKER ROD ° ee � ��[... t v §°, .'��4i'�i'Paa ...c cTe'S� . , .. _�.y:.s lo T1 COVER SHEET /DRAWING INDEX / PROJECT DATA KEY PLAN / LOCATION MAP / GENERAL NOTES A1.1 FLOOR PLAN $ REFLECTED CEILING PLANS A1.2 LIFE SAFETY, MECHANICAL 8 ELECTRICAL PLANS A1.3 MEP NOTES, RISERS, SCHEDULES 8 LEGEND5 A2.1 WALL SECTIONS i4 SETTING BEDS: SAND/MORTAR/ PLASTER 0 METAL: ALUMINUM STEEL - LARGE SCALE STEEL - SMALL SCALE WOOD: FINISH ROUGH FRAMING/GONT BLOCKING PLYWOOD TEMPERED HARDBOARD PLABTER/BACKING BOARDS: SAND and CEMENT GROUT w/MTL. LATH GYPSUM WALLBOARD GLASS MESH MORTAR BOARD STONE: STONE VENEER MARBLE' FLOOR COVERING: CARPET SECTION NO. 1 - AIA GENERAL CONDITIONS THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENTS NO. A-201, APRIL 11141i EDITION 15 HEREBY MADE A PART OF THESE SPECIFICATIONS AND THIS CONTRACT ST• LUCIE COUNTY PLAN RIMEEW�tt BLDG: Co DATE: - ELEC: DATE: - -c PLUMB. DATE:. f MECH: DATE: A i. CONTRACT DOCUMENTS: PLANS, SPECIFICATIONS, AIA CONTRACT, ADDENDA 9. UTILITIES - 5ERVICE AT 51TE: IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRAR CTOTO HAVE AT SITE, WHEN REQUIRED, ALL UTILITY SERVICE, AND CHANGE ORDERS. INCLUDING WATER, ELEGTRIGTY, GAS AND TELEPHONE. THE CONTRACTOR WILL 2. SUBSTANTIAL COMPLETION: SUBSTANTIAL COMPLETION OF THE WORK SHALL DIRECT THE 5UBCONT'RACTORS TO BRING INTO THE BUILDING THE UTILITIES FROM POINTS ESTABLISHED BY THE UTILITY COMPANIES. Be AS DEFINED IN AIA DOCUMENT G-"104. SECTION NO. 2 - SUPPLEMENTARY GENERAL CONDITIONS 10. DEMOLITION AND REMOVAL SHALL BE COORDINATED AND PROVIDED BY THE GENERAL CONTRACTOR, i. RIGHT TO CLARIFY THE WORK I RESERVED IF THE ARCHITECT CONSIDERS NECESSARY, BY ADDITIONAL DETAIL DRAWINGS AND/OR WRITTEN DESCRIPTION 11. CUTTING, BAGKFILLING,PATCHING AND REFINI514IN6: GENERAL CONTRACTOR SHALL AS REQUIRED; OR JOB CONDITIONED INSTRUCTIONS AT SITE. FURNISH ALL LABOR AND MATERIALS 2. CAUTION TO CONTRACTORS: ERRORS AND OMISSIONS: IN CASE CONTRACTOR 12. SUBSTITUTIONS: IF, IN ANY CASE, THE CONTRACTOR WI5HE5 TO SUBSTITUTE BELIEVES THAT HE HAS DISCOVERED ERRORS AND/OR OMISSIONS IN THE AN ITEM FOR ONE SPECIFIED HEREIN, HE SHALL LIST SAME ON A SEPARATE DRANANG5 OR SPECIFICATIONS, HE SHALL NOTIFY THE ARCHITECT FOR SHEET OF PAPER FROM THE BASE BID. IN THIS LIST, HE WILL INDICATE CLARIFICATION BEFORE SIGNING THE CONTRACT, AND IN ANY CASE, BEFORE SPECIFIED ITEM, AND ITEM TO SUBSTITUTE. THE ARCHITECTS WILL STUDY PROCEEDING WITH THE WORK. IF CONTRACTOR FAILS TO DO 50, HE SHALL THESE SUBSTITUTIONS AND DETERMINE WHETHER OR NOT THE ITEM WILL BE BE HELD RESPON51BLE FOR THE RESULTS OF SUCH ERRORS OR OMISSIONS ACCEPTABLE IN THIS CONTRACT. AND FOR THE C05T OF RECTIFYING'5AME. NOTIFICATION IN WRITING FOR ABOVE, 15. EXTRA WORK: S. PERMITS: GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL BUILDING (A) NO CLAIMS "EXTRA PERMITS AND OTHER LAWFUL FEES. FOR WORK" WILL BE ALLOWED BY THE DESIGNING ARCHITECT UNLESS WRITTEN AUTHORIZATION HAS BEEN OBTAINED FROM THE OWNER OR THE OWNER'S.REPRESENTATIVE. 4. TEMPORARY TOILETS: SANITARY FACILITIES SHALL BE PROVIDED (B) SHOULD BY THE GENERAL CONTRACTOR FOR WORKMEN. EITHER THE CONTRACTOR FOR THIS WORK OR ANY SUBCONTRACTOR START ON ANY SUCH WORK WITHOUT MAKING A CLAIM IN WRITING, IT WILL BE CONSTRUED A5 AN ACCEPTANCE BY THEM OF SUCH WORK AS 5. CONTRACTOR'S LIABILITY INSURANCE: CONTRACTOR SHALL MAINTAIN SUCH BEING REQUIRED UNDER THEIR CONTRACT, AND NOT FUTURE CLAIM FOR INSURANCE AS WILL PROTECT HIM FROM CLAIMS UNDER THE WORKMAN'S AN "EXTRA" WILL BE CONSIDERED OR ALLOWED BY THEOWNER. COMPEN5ATIONACT AND FROM OTHER CLAIMS FOR DAMAGES OR PER50NAL INJURY INCLUDING DEATH, WHICH MAY OCCUR FROM OPERATION UNDER THIS (W SHOULD AN EMERGENCY ARISE ENDANGERING LIFE AND PROPERTY, CONTRACT. CERTIFICATE OF SUCH INSURANCE SHALL BE FILED WITH THE THE CONTRACTOR MUST TAKE CARE OF SUCH EMERGENCY, BUT IF ARCHITECT. POSSIBLE CONSULT THE DE516NIN6 ARCHITECT BEFORE 50 DOING. IF THE DESIGNING ARCHITECT THEN FINDS THAT ANY OF THE WORK 6. GUARANTEES: THE GENERAL CONTRACTOR SHALL FURNISH THE OWNER AND 50 DONE WAS ACTUALLY AN "EXTRA", THE CONTRACTOR WILL BE ARCHITECT WITH A WRITTEN WARRANTY UNCONDITIONAL, INSURING THE BUILDING REIMBURSED AS HEREINAFTER PROVIDED. AGAINST DEFECTS IN WORKMANSHIP. AND/OR MATERIALS FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION DATE. THE GENERAL CONTRACTOR WILL BE HELD RE5PON51BLE FOR AND SHALL CORRECT ANY SUCH DEFECTS SHOULD (D) THE VALUE OF ANY EXTRA WORK OR CHANGE SHALL BE DETERMINED AS THEY OCCUR DURING THAT TIME. THE WARRANTY PERIOD SHALL START AT THE FOLLOWS: TIME THAT THE BUILDING 15 FINALLY ACCEPTED BY THE ARCHITECT AS BEING COMPLETE AND FINISHED. BY PROP05AL FROM THE CONTRACTOR TO THE ARCHITECT, RECOMMENDATION FROM THE ARCHITECT TO THE OWNER, AND ACCEPTANCE BY THE OWNER I. OWNER AND ARCHITECT'S PRIVILEGE: THE OWNER AND THE ARCHITECT OF A LUMP SUM. WHERE ANY ONE CHANGE INCREASES OR DEGREASES RESERVE THE RIGHT TO REJECT ANY AND ALL GENERAL AND 5UB-5ID5. THE SCOPE OF THE ORIGINAL CONTRACT, THE PROPOSAL TO CHANGE SHALL THEY WSERVE THE PRIVILEGE OF REOUESTING BIDS FROM ANY CONTRACTOR BE SUPPORTED BYACGUIRATE COST DATA, ESTABLISHING THE FAIR AND OR SU@CONTRACTOR AT ANY TIME. CURRENT MARKET VALU21 OF THE LABOR, PLUS OR MINUS A REASONABLE MAR61N TO REPRESENT NE CONTRACTOR-5 PROFIT AND OVERHEAD. COST 8, COpEq: CONTRACTOR SHALL PERFORM ALL THE WORK INDICATED ON THE DATA SHALL BE IN SUFFIGW' NT DETAIL AS WILL ENABLE ANY QUALIFIED DRMING5 AND IN THESE 5PECIFICATION5, 5TRICKLY IN ACCORDANCE WITH ARCHITECT AND/OR ENGINEER TO CONFIRM THE AGGURACY OF SUCH ALL qf�%TE,. COUNTY AND CITY. CODES: PROPOSAL. o Q LLLL H z U W m 0 � U cl� W LU U z r � LL 0 U) o F- 00 0! LL ARE SUBJECT TO ANY REQUIRED BY FIELD IN; *:MAY BE NECESSARY' COMPLY WITH ALL APh project no. 04064.04 drawn by Jac checked by nxg original issue 10/05/05 latest revision 10/20/06 latest plot date 10/20/06 Title Sheet sht T 1 6 Copyright NXG Architecture, Inc. 2005 3ED WORK :CTI0NS )RS THAT IER TO ' E CODES -4'-O" BELOW TOP OF SLAB 1W H x 10' W OVERH95 ELE mr FmEL 14' H x 10' W OV HEAD COILING DOOR COILING D00�2 I AREA I I I I I INSTALL AND SECURE FREE5TANDING MOLDED UTILITY SINK AND COMBINATION WALL MOUNT EYE/FACIE AND BODY DRENCH H05E ACCORDING TO MANUFACTURERS 654ST,% INSTRUCTIONS AND IF REQUIRED BY GODS Ira 4QOFIGE ADMIN.,_ ,I GHEN MMG _ I a OFFICE WAITING I � 4 HALL REGEFT. 1 FLOOR FLAN — F105 1.1 1/8" = 11-01, O ' 4' 8' I 4 I id 7 "'t' GENERAL 4j„ yG L I NOTES: 1, ALL DIMENSIONS ARE FACE OF FINISH TO FACE OF FIN15H 2, ALL INTERIOR DOORS ARE 56" x 80" x 1 J" HOLLOW CORE FLUSH MA50NITE EXCEPT DOORS TO FRONT CL05M ARE 28" x 80" x 1 1" HOLLOW CORE FLUSH MA50NITE U AND DOOR TO WAREHOU5E 15 56" x 80" x 1 t" SOLID CORE FL05H MA5014ITE REFLECTED CLG. FLAN — F103 t1.1 1/8" = 1' O" O 2' 4' 5. 16' 24' 1 IE PLANS AND ALL PROPOSED WORK E SUBJECT TO ANY CORRECTIONS VIRED BY FIELD INSPECTORS THAT LAY BE NECESSARY IN ORDER TO 'J IPLY WITH ALL APPLICABLE CODES.". ca _o LL LL p f— U z L LJ ZD () J W h Ct WW � L J m � U g W WU w z Q_ LL O T 0 z 1�� Cm � � Y 'e L O project no. 04064.04 drawn by jac checked by nxg original issue 07/15/05 latest revision ZL 11/08/06 latest plot date 11/08/06 Floor + Clg. Plan 5ht A 1.1 5 Copyright NXG Architecture, Inc. 2005 0 24' NOTE: PLUMBING INSTALLED WITH BUILDING SHELL DOCUMENTS. EXHAUST FAN #1 4" DIA GLAV DUCT TO ROOF. TERMINATE. AT ROOF TOP W/ RAIN PROTECTED HOOD - - 12" 0 ' ROOF MOUNTED GU W/DISCONNE< III INSULATED II : Ir I II Iw I i E Il -- —STROBE t HORN 1 ® 50"AFF YV 1 PULL STATION 45" AFF 1 I ' 1 LIFE 5AFETY PLAN - F105 O 2' 48' 16, 24' FRESH AIR SUPPLY 4" VIA GAL\/ DUCT. TERMINATE AT ROOF TOP W/ RAIN PROTECTED HOOD SMOKE DETECTOR IN RETURN AIR DUCT 6"O I I 700 Of I 200 Ofm V VIA INSULATED CONDENSATE LINE CONCEALED UNDER SLAB TO EXTERIOR WALL OF BUILDING AT 4" AFF MECHANICAL PLAN F105 V10 200 ci 8"0 III / — ->TO PHOTOCELL III / I �I II, q'0 AFF wP HP-, cPcl l P TI - -- --- --- m ---- III III II IIII __ II I y4i y4 ELECTRICAL y41 SERVICE I'I o METER BANK l F-7 FOR BLOG. F / SEE RISER DIAGRAMJ1 / \ \ \ \ \ I I III ;I� I TYPICAL 1' x 8' II ' FLUORESCENT LIGHT IlAND 1l1lIjl III 11 I %III FIXTURE IMEZZANNE� -TO BE lyii SELECTED BY THE 0141 II1 If III Ii III I II I I I�i IIQ I'la lu 1 ul III IIII It I I' I I ® ill ® III I ------------ ------- ------- F—s III j I 11 It I uI Iu II it + ; / Ili I; ;I III I II II Iti lul IIiI II I I Ij / / \ F 3: III. II i I( III I1d III i, I 'I I� III I III ® Ii II I ® II ®. j Y m �o o LL a U H z � U/ J ' N� ry CIO W 0 J m 0 ly U 0 U w z IJ O > Co z 9 vNJ N 00 LL Y LL C-- Cn ' if III I' � lul III THESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECTION M.H. _ 17s' ct>p REQUIRED BY FIELD INSPECTORS TH� 0 MAYBE NECESSARY IN ORDER T011 l —g MPLYW COITH ALL APPLICABLE,COp� F-9 PANEL'F1' I'I 41-) /LI I 60 c �.-- -- 4 I KI i j ,a t-i EXI1 ,.-„ '-0" AFF -4-6 HP- . �- STROBE 4 HORN \ �+10'-3" AFF @ SO AFF W/ ent Light PULL STATION - 45" AFF TO PHOTO OELL ELECTRICAL PLAN F105 Iro.. _ 1..0.9 O 2 4' 8' 16' �I I I \ FILE COPY �� IL oa' I II project no. 04064,04 drawn by jac checked by nxg original ssue 07/15/05 latest A revision 10/20/06 latest plot date 10/20/06 :9 MEP Plans 24' sht Al .2 5 Copyright NXG Architecture, Inc. 2005 ' NOTE TO CONTRACTOR: MECHANICAL NOTES 1. MEGHANIGAL WORKS AND MATERIALS 5HALL BE IN ACCORDANCE WITH APFLIGABrLCAELE STATE CODE REGULATORY AGENCY, UTILITY COMPANY REGULATIONS AND THE AP LOCAL AND 1: THE CONTRACTOR SHALL BE RE5PON51BLE TO PROTECT ALL EXISTING UNDERGROUND AND ABOVE GROUND IMPROVEMENTS SUCH AS CONDUITS, 6A5 MAINS, SANITARY 5EWER LINES, TV GABLE, LATEST EDITION OF CODES AND STANDARDS, WITHOUT LIMITING THE NUMBER, AS FLOYG: TELEPHONE, LATERALS, WATER MAINS, POLES, PIPES, GABLES AND OTHER STRUCTURES FROM INJURY, AND IN CASE OF DAMAGE THEY SHALL BE RESTORED WITHOUT COMPENSATION. FLORIDA BUILDING CODE (FBC) 2001 EDITION NATIONAL ELECTRICAL CODE (NEC) 2001 EDITION 2, NAND -DIG WHERE THERE 15 ANY CONFLICT WITH THE EXISTING UNDERGROUND UTILITIES. ENVIRONMENTAL PROTECTION AGENCY (EPA) ° DEPT. OF ENVIRONMENTAL REGULATION MANAGEMENT (DERM) 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT ALL UTILITY COMPANIES FOR LOCATION LOCAL ORDINANCES, REGULATIONS OF THE BUILDING DEPTS., AND FIRE DEPTS. OF THEIR EXISTING FACILITIES. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THESE UTILITIES NATIONAL ELECTRICAL SAFETY CODE - FOR THE EXACT DEPTH, OCCUPATIONAL SAFETY AND HEALTH STANDARD 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES 5U5TAINED OR C-05T N NFPA; IN GENERAL AND IN PARTICULAR: RECOMMENDATIONS A. LIFE SAFETY, 101 INCURRED BECAUSE OF THE CONTRACTOR'5 OPERATION IN THE VICINITY OF EXISTING UTILITIES OR , I B. HVAG, NFPA gOA, 8 OA, STRUCTURES. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN THEIR D. HVAG NFPA EXISTING FACILITIES CONFLICT WITH THE CONSTRUCTION. D. SMOKE CONTROL, NFPA 92A E. NATIONAL ELECTRIC, GORE F. RECOMMENDATIONS OF ASHRAE, INCLUDING ASHRAE 00-15 G. JOINT COMMISSION FIRE ALARM POLICY GENERAL ELECTR I GAL NOTES: H. SMANGA HVAG DUCT CONSTRUCTION 5TANDARD5 METAL AND FLEXIBLE 2. THE MECHANICAL CONTRACTOR 15 TO OBTAIN A COMPLETE SET OF DRAWINGS AND 1. THE ELECTRICAL CONTRACTOR IS, TO COORDINATE WITH THE HEATING, VENTILATING AND AIR SPEGIFIGATIONS PRIOR TO BIDDING, 5 TO BECOME THOROUGHLY FAMILIAR WITH THE ELECTRICAL, AND PLUMBING FEATURE O F THE PROJEG T. REVIEW STRUCTURAL, ELE I ARGHITEGTURAL TR CONDITIONING TRADE MAKE CERTAIN ALL POWER CIRCUITS, CONTROL CIRCUITS AND EXISTING CONDITION5 PARTICULARLY THE ROOF TO ENSURE THAT THE ROOF CAN SUPPORT THE CONDUITS ARE INCLUDED IN THE BIDS. ALL HVAG EQUIPMENT 15 TO BE PROTECTED WITH FUSES INCLUDED E WEIGHT OF ROOF TOP UNITS LOCATED ABOVE AND WEIGHT OF THE DUCT HANGING SYSTEM (DUAL ELEMENT) 51ZED EXACTLY IN ACCORDANCE WITH THE EQUIPMENT LABELS. SPLIT 5Y5TEMS LOCATED BELOW AND SHALL VISIT JOB 51TE AND ASCERTAIN EXISTING CONDITIONS THAT WILL AIR HANDLERS AND CONVE1,151N6 UNITS ARE TO BE CONNECTED WITH CONTROL CIRCUITS. UNDER AFFECT CONTRACTOR'S WORK PRIOR TO BID. THE MECHANICAL CONTRACTOR 15 TO HAVE A NO CONDITIONS WILL OWNER PAY ADDITIONAL CHARGES FOR HVAG, EXHAUST. COMPLETE UNDERSTANDING OF THE SPACE REQUIREMENTS, STRUCTURAL FEATURES, ELECTRICAL 2. THE ELECTRICAL CONTRACTOR 15 TO OBTAIN A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS WORK, PIPING, PLUMBING AND ALL OTHER FEATURES WHICH BEAR ON THE MECHANICAL WORK, CLOSELY EXAMINE PLUMBING AND ARCHITECTURAL CONDITIONS TO AVOID DUCT AND PIPING OR PRIOR TO BIDDING, AND 15 TO BECOME THOROUGHLY FAMILIAR WITH THE ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL AND LANDSCAPING FEATURE OF THE PROJECT. REVIEW ALL EXISTING STRUCTURAL INTERFERENCE ETC. UNDER NO CONDITIONS THIS PROJECT TO BE 81D WITHOUT A CONDITIONS AND. VISIT THE JOB 517E PRIOR TO BID. PRIOR TO BIDDING, THE ELECTRICAL COMPLETE SET OF DRAWINGS AND SPE(CIFICATIONS. CONTRACTOR 15 TO HAVE A COMPLETE UNDERSTANDING OF CEILING CONFIGURATIONS, WIRING 3. ALL SHOP DRAWING5 SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL OF MECHANICAL SPACES, FIRE RATED SURFACES, STRUCTURAL FEATURES, AIR CONDITIONING WORK, TEMPORARY MATERIALS SHOP DRAWINGS INCLUDE, BUT NOT LIMITED TO ALL TYPE AIR CONDITIONING UNITS POWER REQUIREMENTS, PIPING, PLUMBING AND ALL OTHER FEATURES WHICH BEAR ON THE COMPLETE WITH ALL COMPONENTS, CONTROLS, ACCE55ORIE5, AND INSTALLATION DETAILS. AIR ELECTRICAL WORK. UNDER NO CONDITIONS IS TH15 PROJECT TO BE BID WITHOUT A COMPLETE SET D15TMBUTION DEVICES, ALL TYPES INCLUDING FRAMES, FASTENERS, MAINTENANCE MANUAL, ETC. OF DRAWINGS AND SPECIFICATIONS, 3. DO NOT SCALE OR TAKE D MENSIONS FROM ELECTRICAL ORAWIN65. 4. DO NOT SCALE OR TAKE DIMENSIONS FROM MECHANICAL DRAW TUGS. TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ENERGY 5. THE CONTRACTOR SHALL FOLLOW THE APPLICATION RECOMMENDATIONS OF THE'. MANUFACTURER 4. ALL FLUORESCENT BALLASTS ARE OF ALL HARDWARE AND ACCE55GRY ITEMS. CODE E. THE CONTRACTOR TO PROVIDE DECORA BRAND SWITCH AND RECEPTACLE COVER PLATES IN 6. INDICATED DUCTWORK SIZES ARE INCHES INSIDE, CLEAR. WHITE COLOR. 7. THE WORK UNDER TH15 CONTRACT SHALL INCLUDE ALL LABOR, MATERIALS, PERMITS, TOOLS, 6. THE WORK TO BE PERFORMED BY THE CONTRACTOR INCLUDES FURNISHING ALL MATERIALS, EQUIPMENT, TRANSPORTATION, INSURANCE, TEMPORARY PROTECTION, SUPERVISION AND INGENDTAL ITEMS ESSENTIAL FOR PROPER INSTALLATION AND OPERATION, EVEN THOUGH DO NOT _ LABOR; TOOLS, EQUIPMENT, LIGHT, POWER, TRANSPORTATION, SUPERINTENDENCY, TEMPORARY EVERY NATURE, AND ALL OTHER SERVICES AND FACILITIES OF NATURE SPECIFICALLY MENTIONED OR INDICATED ON THE DRAWINGS BUT WHICH ARE USUALLY CONSTRUCTION OF WHAT50EVER NECES5ARY TO MODIFY, CONSTRUCT, COMPLETE, DELIVER AND PLACE IN SESSENTIAL FOR PROPER INSTALLATION AND OPERATION OF ALL SYSTEMS RELATEDD TTO O THIS SECTION, AS, INDICATED ON THE DRAWINGS AND THE SPECIFICATION. E OPERATION THE. REFERENCED PROJECT 1. THE ELECTRICAL CONTRACTOR TO PROVIDE ALL MATERIALS AND LABOR TO INSTALL THE 8. WHERE REQUIRED DUCT FABRICATION, INSTALLATION AND FITTINGS SHALL GONF�RM TO ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS. IT 15 NOT THE INTENT OF THESE PLANS TO "5MANCX, LOW VELOCITY DUCT STANDARD. (LATEST EDITION). SHOW EVERY MINOR DETAIL OF CONSTRUCTION. ITEMS NOT 51HOWN BUT OBVIOUSLY NECE55ARY q ALL MISCELLANEOUS SUPPORT STEEL, ANGLE IRON, P05T5; HARDWARE AND SUPPORT FOR COMPLETION OF THE WORK SHALL BE INCLUDED. ACCESSORIES, INCLUDING SUPPORT RODS, NUTS, BOLTS, 5GREW5 AND OTHER 5�1 GH ITEMS, SHALL 8. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NEC, LOCAL CODES, AND OTHER BE OF A GALVANIZED OR CADMIUM PLATED FINISH OR OF ANOTHER APPROVED COATING. PROVIDE ALL WELDING, CUTTING OF ROOF, PATCHING MATERIALS, PITCH TRUST -INHIBITING POCKETS, + APPLICABLE JURISDICTION CODES. HURRICANE SUPPORT AND FASTENERS. q. THE CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS, INSPECTIONS & APPROVALS. ALL WORK SHALL BE DONE BY A LICENSED ELECTRICIAN, 10. PROVIDE STARTING COLLARS WHERE REQUIRED. 10. THE CONTRACTOR TO COORDINATE THE WORK W/ THE ENGINEER & OWNER. 11. PROVIDE STANDARD DUCT 5EALIN6 REQUIREMENT SEAL CLASS A, GLA55 B, AND REQUIRED. THE SEAL MUST BE WATERPROOF, WEATHERPROOF, OR ULTRAVOLEl CLASS G WHERE RAY RESISTANCE. 11. IT 15 THE CONTRACTORS RESPONSIBILITY TO COORDINATE SERVICE. CONNEGTION5 WITH FLORIDA TO BE TOTALLY LEAK FREE AND MAINTAIN LEAKAGE INTEGRITY AT PRESSURE IN EXCESS OF THEIR POWER AND LIGHT COMPANY. ALL LABOR, EQUIPMENT, MATERIAL AND UTILITY FEES NECESSARY DUCT CLASSIFICATION, TO MEET FPL REQUIREMENTS 15 TO BE INCLUDED IN THE PROPOSAL, 12, DUCT WALL THICKNESS, JOINTS, SEAMS, AND REINFORCEMENT MUST BE COORDINATED TO 12. GROUNDING TO BE INSTALLED TO MEET NEC, ARTICLE 250 REQUIREMENTS, A GROUNDING SYSTEM PROVIDE PROPER ASSEMBLY. - SHALL NOT EXCEED A 48 HOUR DRY RES15TANCF OF 5 OHMS. ADDITIONAL GROUNDING TO MEET TH15 REQUIREMENT SHALL BE INSTALLED AT NO EXTRA COST. GROUNDING AND BONDING 13. ALL DUCT JOIN1'S5HALL BE TAPED. CONNECTIONS 5HALL NOT BE PAINTED. 14. PROVIDE DUCTWORK AND PIPING CONNECTIONS AND VIBRATION ISOLATORS AT ALL EQUIPMENT. 15. AN EQUIPMENT GROUND ARE SIZED PER NEC SHALL BE PULLED IN ALL ELECTRICAL CONDUITS, 15. EXHAUST FAN PRCr/IDED DUCTED DISCHARGE WHICH' SHALL TERMINATE A MINIMMMUUU;;;MMM OF 10 FEET WHETHER OR NOT INDICATED ON PLANS. FROM ANY NUNDON OR DOOR OPENING. VERIFY ALL EXHAUST FAN EQUIPMENT 5I'EGIFIGATIONS 14. ALL EQUIPMENT AND MATERIALS SHALL BE NEW d UNUSED 8 U.L. LISTED, WITH OWNER. SEE ELECTRICAL FIXTURES SCHEDULE FOR EXHAUST FAN SIZE. 15. ALL CONDUCTORS SHALL BE COPPER, 60OV, RHW (XLP), THIN OR XHHW BELOW FINISHED GRADE 16. THE CONTRACTOR SHALL FURNISH, BEFORE THE FINAL PAYMENT IS MADE, A WRITTEN GUARANTEE. AND WET LOCATIONS. OTHERWISE THWN/ THHN SHALL BE INSTALLED ABOVE FINISHED GRADE. 11. MANUFAGTURRSHALL PROVIDE THEIR STANDARD.GUARANTEES FOR WORK UNDER THIS IS. UNDERGROUND CONDUITS SHALL BE SCHEDULED 40 P.V.G. ALL ABOVE GRADE (CONDUITS SHALL BE CONTRACT. HOWEVER, SUCH GUARANTEES SHALL BE IN ADDITION TO AND NOT IN LIEU OF ALL EMT, INDOOR, OR PVC, 80 OUTDOOR. OTHER LIABILITIES WHICH MANUFACTURER AND THE CONTRACTOR MAY HAVE BY LAW OR OTHER PROVI510N5 OF THE CONTRACT DOCUMENTS. IN ANY CASE, SUCH ACCEPTS THE VARIOUS SYSTEMS, 11. ELECTRICAL WARNING TAPE SHALL BE PLACED 6 INCHES DEEP ON TOP OF A5 APPLICABLE BY THE ARCHITECT. THE GUARANTEES AND WARRANTIES SHALL REMAIN IN EFFECT ALL UNDERGROUND TRENCHINGS. FOR A PERIOD OF (1) YEAR THEREAFTER. IS. ALL TRENCHES SHALL BE FILLED W/ COMPACTED GLEAN SAND SACKFILL (98% A554TO T-180) AND 18. ALL MATERIALS, MD45 OF EQUIPMENT AND WORKMANSHIP FURNISHED UNDER THIS SECTION SHALL. " COMPACTED UTILIZING COMPACTION MACHINE AT DEPTH OF NOT MORE THAN 6 INCH LAYERS. CARRY THE STANDARD WARRANTY AGAINST ALL DEFECTS IN MATERIALS AND V ORKMANSHIP. ANY FAULT DUE TO DEFECTIVE OR IMPROPER MATERIAL, EQUIPMENT, WORKMANSHIP;OR DE516N WHICH tq. ALL UNDERGROUND CONDUITS SHALL BE A MINIMUM 24 INCH DEEP TO TOP OF THE CONDUITS MAY DEVELOP 5HALL BE MADE GOOD, FORWITH, BY AND AT THE EXPENSE OF THE CONTRACTOR - UNLESS OTHERWISE NOTED. CONDUITS INSTALLED BY CONTRACTOR FOR FPL COMPANY SHALL BE RESPONSIBLE, INCLUDING ALL OTHER DAMAGE DONE TO AREAS, MATERIAL, AND OTHER SYSTEMS A MINIMUM 36" DEEP TO TOP OF CONDUITS AND SHALL BE INSTALLED IN THE EASEMENT AREA. RESULTING FROM THIS FAILURE. 20. THE CONTRACTOR 15 RESPONSIBLE TO TEST ALL SYSTEMS AND REPAIR OR REPLACE ALL tq. THE CONTRACTOR $HALL GUARANTEE THAT ALL ELEMENTS OF THE SYSTEMS PROVIDED UNDER HIS ,�. WORK TO THE SATISFACTION OF THE ARCHITECT AND OWNER, CONTRACT, ARE OF SUFFICIENT CAPACITY TO MEET THE SPECIFIED PERFORMANCE REQUIREMENT'S DEFECTIVE 21. TYPE WRITTEN PANEL SCHEDULES SHALL BE INSTALLED IN EACH PANEL BOARD. ALL CIRCUITS AS SET NTH HEREIN OR A5 INDICATED ON THE DRAWINGS. SHALL BE IDENTIFIED IN FULL BOXES, PANEL BOARDS AND CONTROLLERS. IDENTIFICATION SHALL 20 UPON RECBPT OF NOTICE FROM THE OWNER OF FAILURE OF ANY PART OF THE 'SYSTEMS OR MATCH PANEL BOARD SCHEDULES. EWIPMEhT DURING THE GUARANTEE PERIOD, THE AFFECTED PART OR PARTS SHALL BE ' 22. THE CONTRACTOR SHALL V151T THE 517E AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS REPLACED BY THE RESPONSIBLE CONTRACTOR' AND THE COORDINATION OF THE WORK. ANY OMISSIONS, OR CONFLICT IN THE WORKING DRAWINGS 21. QUALITY A55URANCE: OR BETWEEN THE DRAWINGS AND EXISTING FIELD CONDITIONS WHICH MAY INTERFERE WITH THE A. UNIT SHALL BE RATED IN ACCORDANCE WITH ARI STANDARD 210/240. PROPER EXECUTION AND COMPLETION OF THE DESCRIBED WORK SHALL BE BROUGHT TO THE B. UNIT SHALL BE DE516NW TO CONFORM TO ASHRAE 15, LATEST REVISION, AND IN ACCORDANCE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. WITH UL 1g95, G. UNIT SHALL BE UL TESTED AND CERTIFIED UNDER CANADIAN STANDARDS A5 A TOTAL PACKAGE - 23. THE CONTRACTOR SHALL LEAVE THE 517E GLEAN AND ORDERLY AT THE END OF EACH WORKDAY. OR SAFETY REQUIREMENTS. 24. CONTRACTOR SHALL VERIFY LOCATIONS SHOWN ON THE DRAWING AND DETERMINE THE D. CONTRACTOR SHALL ENSURE THAT THE P051TIONIN6 OF THE UNITS AND PENETRATION FOR THESE UNITS DOE NOT COMPROMISE THE STRUCTURAL INTEGRITY AND SUPPORT OF THE CHARAGTRI5TIC5 OF EXISTING FACILITIES THAT WILL AFFECT THE PERFORMANCE OF THE WORK, BUT ARE NOT SHOWN ON THE DRAWING OR IN THE SPECIFICATIONS. E. E. THE PROXIMITY OF INTAKES TO EXHAUSTS SHALL CONFORM TO NFPA-09M, qOA, 91, qb, 204, OR 25. ALL MATERIALS AND EQUIPMENT SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH THE 211. F. INSULATION AND AVEH51VE SHALL MEET NFPA 90A REQUIREMENTS FOR FLAME SPREAD AND MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE NOTED. SMOKE GENERATION. 26. CONTRACTOR TO SUBMIT SHOP DRAWINGS d CATALOG NUMBERS FOR ALL NEW MATERIAL FOR 6. UNIT GASN6 SHALL BE CAPABLE OF EXCEEDING FEDREAL TEST METHOD STANDARD NO. 141 APPROVAL BY THE ARCHITECT PRIOR TO CONSTRUCTION. (METHOD 6061) 500 HOUR SALT SPRAY TEST. H. EACH HIGH EFIVENCY WALL UNIT 15 SUBJECTED TO COMPLETELY AUTOMATED RUN TESTING ON 21. EVERY ATTEMPT SHALL BE MADE TO PROTECT ALL EQUIPMENT d MATERIAL FROM ANY INJURY THE ASSEMBLY LINE. EACH UNIT CONTAINS A FACTORY -SUPPLIED PRINTOI. T INDICATING DURING TRANSPORTATION, LOADING, UNLOADING AND INSTALLATION AT THE SITE. TESTED PRESSURES, AMPRERAGE, DATA, AND INSPECTIONS: PROVIDING. ERTIFIGATION OF 28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOST, STOLEN OR DAMAGED EQUIPMENT OR THE UNIT BTATUTS AT THE TIME OF MANUFACTURER. MATERIAL. 22. EQUIPMENT: A. FACTORY -ASSEMBLED, 51NGLE -PIECE COOLING UNIT WITH OPTIONAL HEAT TAINED WITHIN 29. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL 8E NEMA TYPE 3R. THE UNIT ENCLOSURE SHALL BE ALL FACTORY WIRING, PIPING, CONTROLS, REFRIGERANT 50. CONTROL CENTERS SHALL BE SUPPLIED WITH BOLT -ON BREAKERS OR EQUAL. CHARGE (R-22), AND SPECIAL FEATURES REQUIRED PRIOR TO FIELD 5TART-UP. B. CABINET PANELS SHALL BE EA61LY REMOVEABLE FOR SERVICING. 31. ALL MAIN FUSES SHALL BE CURRENT LIMITING WITH REJECTER KIT. C. HOLES SHALL BE PROVIDED IN THE BASE RAILS FOR RI61N6 SHACKLES TOjAGIL TOTE OVERHEAD RIGGING, AND FORKLIFT SLOTS SHALL BE PROVIDED TO FA LLITATE 52. ALL DISCONNECTS SHALL BE HEAVY DUTY AND FUSIBLE. MANEUVERING, PAN AVE OF A D. UNIT SHALL HAVE A FACTORYHNSTALLED, SLOPED CONDENSATE DRAM AIM NON-CORR051VE MATERIAL, PROVIDING A MINIMUM 5/4 IN. CONNECTION BOTH VERTICAL - AND HORIZONTAL DRAINS AND 5HALL. COMPLY WITH ASHRAE 62. /� .�/ ELECTR I CAL ST�FET 1 NOTES: E. UNITS CONDENSATE DRAIN SHALL DRAIN TO EXTERIOR OF BUILDING. F. UNIT SHALL HAVE FACTORY INSTALLED FILTER ACCESS PANEL TO PROVIDE ACCESS WITH TOOL LESS REMOVAL. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL 25. FILTER SECTION: SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR 5HALL A STANDARD FILTER SECTION SHALL CONSIST OF FACTORY INSTALLED LOW VELOCITY, TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF, AND SHALL PROVIDE THE NECESSARY THROWA➢`tAY 21N. THICK FIBERGLASS FILTERS OF COMMERCIALLY AVAILABLE 51ZE5. PROTECTION TO PREVENT DAMAGE, INJURY, OR L055 TO THE PUBLIC AND/OR PUBLIC PROPERTY. B. FILTER FACE VELOGIIY MALL NOT EXCEED 320 FPM AT NOMINAL AIR FLOWS, G. FILTER SECTION SHALL USE ONLY ONE 51ZE FILTER. 2. THE CONTRACTOR SHALL PROVIDE ALL BARRICADES AND WARNING DEVICES SURROUNDING THE D. FILTERS SHALL BE ACCESSIBLE THROUGH AN ACCE55 PANEL WITH "NO -COOL" REMOVAL. AREA OF CONSTRUCTION TO INSURE PUBLIC SAFETY, 24. CONTROLS AND SAFETIES: A. UNIT SHALL BE COMPLETE WITH SELF-GONTANED LOW -VELOCITY GRGUIT PROTECTED BY A FUSE ON THE 24-V TRANSFORMER SIDE. - B. STANDARD SAFETIES - UNIT SHALL INCORPORATE COMPRESSOR OVRTEMPERATURE AND OVRGURRENT SAFETY VEVIGE5TO SHUT OFF COMPRESSOR. 25. OPERATING CHARAGTERI5TI65: A, UNIT SHALL BE CAPABLE OF STARTING AND RUNNIN6 AT 125 F AMBIENT OUTDOOR TEMP, MEETING MAXIMUM LOAD CRITERIA OF ARI STANDARD 210/240 AT 110 % VOLTAGE. TO 25 F B. COMPRESSOR WITH STANDARD CONTROLS SHALL BE CAPABLE OF OPERATION DOWN - AMBIENT OUTDOOR TEMPERATURE. ME:GHANIGAL NOTES (continued) 26. ELECTRICAL REQUIREMENTS -.ALL UNIT POWER WIRING SHALL ENTER UNIT CABINET AT A SINGLE FACTORY PREDRILLED LOCATION, 21. MOTORS: A. COMPRESSOR MOTORS SHALL BE COOLED BY REFRIGERANT PASSING THROUGH MOTOR WINDINGS AND SHALL HAVE LINE BREAK THERMAL AND CURRENT OVERLOAD PROTECTION. a. TOTALLY ENCLOSED CONDENSER -FAN MOTOR SHALL HAVE PERMANENTLY LUBRICATED BFARIN65 AND INHERENT AUTOMATIC RESET THERMAL OVERLOAD PROTECTION. 28, GENERAL TEST, ADJUSTING, AND BALANCING: 1. ALL OF THE CONTRACT DOGUMENT5 REQUIREMENTS APPLY TO THE WORK TO TH15 SECTION. 2. THIS CONTRACTOR, AN INDEPENDENT TEST AND BALANCING:(T48) CONTRACTOR SHALL PROVIDE SUBMITTALS A5 DESCRIBED HEREIN. THE T45 CONTRACTOR SHALL BE PRIOR APPROVED BY THE ENGINEER OR ARCHITECT. 3. INSPE(CT WORK PRETAINING TO THE AIR DISTRIBUTION SYSTEMS, AND SUBMIT A WRITTEN REPORFT TO THE OWNER'S REPRE5NTATIVE, IDENTIFYING ANY WORK THAT HAS NOT BEEN INSTALLED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE INSPECTIONS SHALL BE CONDUCTED WEEKLY PRIOR TO THE START OF TESTING AND BALANCING. THE INSPECTION SHALL ADDRESS THE SYSTEMS TO BE TESTED AND BALANCED. 4. PROVIDE QUALIFIED PERSONNEL, EQUIPMENT, APPARATUS AND SERVICES FOR START-UP, TESTING AND BALANCING OF THE MECHANICAL SYSTEMS, TO THE PERFORMANCE DATA SHOWN, AS SPECIFIED, AND AS REQUIRED BY CODES, 5TANDARDS, REGULATIONS AND AUTHORITIES HAVING JURISDICTION INCLUDING CITY INSPECTIONS, OWNER, AND ARCHITECT. REQUIREMENTS. DIMINISH GUARANTEE TESTING AND BALANGIN G SHALL NOT D 5.5TART-UP,TES 6. NOTIFY ARCHITECT, MANUFACTURER'S REPRESENTATIVE AND AUTHORITIES INVOLVED AT LEAST TWO (2) WEEKS BEFORE START-UP, TESTING, AND BALANCING BEGINS. 'I. INSTRUMENTS FOR TE5TIN6 AND BALANCING SHALL HAVE BEEN CLAISRATED WITHIN 51X (6) MONTHS PRIOR TO TESTING OR BALANCING. CLAIBRATION SHALL BE CERTIFIED AND SUBMITTED AS, PART OF THE SHOP. DRA4NIN65 AND SHALL BE L15TED ON FINAL TEST AND BALANCING REPORT. 8. UPON COMPLETION OF WORK, SUBMIT WRITTEN GUARANTEE STATING THAT ALL EQUIPMENT AND AIR DISTRIBUTION SYSTEM, ETC. HAVE BEEN TESTED, ADJUSTED, AND BALANCED. BF-1 = 40 OFM EXHAUST FAN BY NVTONE OR EQ AHU/ CU = 4.0 TON SPLIT SYSTEM CARRIER OR EQ W/ SEER 15 MIN AHU CEILING HUNG & GU ON ROOF W/ EQUIP SUPPORT B HURRICANE TIE DOWN PLUMBING NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2. CONTRACTOR AND SUB -CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS 5. ALL MATERIALS SHALL BE NEW. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING SUB CONTRACTOR , IN A FIRST GLASS AND WORKMANLIKE MANNER THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE. 5. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR TH15 PHASE OF CONSTRUCTION SHALL BE A PART OF TH15 CONTRACT. 6. REQUIRED INSURANCE SHALL BE PROVIDED BY THE SUB -CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF WORK. 'T. SUB -CONTRACTOR AND GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEE, INSPECTION AND TEST. 8. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE PRINTS FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. q. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO: AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION, 10. VERIFY LOCATION, SIZE ,INVERTS AND ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. INFORM ARCHITECT OF ANY DISCREPANCIES. 11 ABOVE.PIPING S14ALL BE TYPE M" ALL UNDERGROUND WATFP PPI SHALL BE TYPE "LER FOR 2" AND R, TYPE ' COPPER COPPER FOR, 2 1/2" AND 12. 501L,WA5TE, 8 VENT PIPING SHALL BE PVC, NO HUB501-12 ABOVE GRADE, MECHANICAL JOINTS W/5.5. CLAMPS BELOW GRADE. 15. INSULATE ALL HOT WATER RETURN, CONDENSATE LINES AND EXHAUST. LINES ABOVE GRADE AS FOLLOWS: HOT WATER SUPPLY AND RETURN - 1" THICK FIBERGLASS. CONDENSATE PIPING - 1 1/2" ARMAFLEX PREFORM, PAINT W05M INSULATION EXHAUST PIPE - 2" THICK CALCIUM SILICATE BLOCK INSULATION W/ 1200 F.STEVENS GLASS CLOTH WRAP. 14. FURNISH AND INSTALL APPROVED AIR CHAMBERS AND PDI APPROVED SHOCK ARRE5TOR5 ON MAIN LINES OR RISERS. 15. DI -ELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL PIPING AND EQUIPMENT CONNECTIONS. 16. ISOLATE COPPER PIPING FROM HANGER OR SUPPORTS WITH ISOLATOR PAD (HAIR FELT LINING) SUPER STRUT MODEL 6/15/16. FILL VOIDS BETWEEN FIFE WALL AND FLOOR SLEEVES WITH FIRE RATED FOAM, CHASE TECHNOLOGY CORP. - GIGPR-855, PLUG FOR ALL WALL GLEANOUTS: J05AM 58890 SERIES. 11. PROVIDE BRA55 PLATED COMBINATION COVER PLATE AND GLEANOUT is. FOR TOILETS AND SINKS; PROVIDE SEPARATE VALVES COLD WATER. O1 FOR CONTINUATION OF PIPING SEE CIVIL ENGINEERING DRAWINGS Q2 WASTE AND VENT PIPING SHALL BE PVC-DYW CONFORMING TO ASTM V2665 WITH SOLVENT WELD JOINTS. Q3 WATER PIPING SHALL BE. TYPE "L" COPPER CONFORMING TO ASTM 8-65 WITH SOLDER TYPE BRONZE OR WROUGHT COPPER FITTINGS CONFORMING TO ANSI 516.22 OR 516.18. ® SHUT OFF VALVES SHALL BEBALL VALVES. VALVES SHALL BE BRONZE BODY WITH FULL PORT 5TAINLE55 STEEL BALL AND STEM CONFORMING TO MSG 5P-110. 05 WATER CLOSET SHALL BE HANDICAPPED ACCESSIBLE, FLOOR MOUNTED, ELONGATED; SIPHON JET, 1.6 6PF TANK TYPE OPEN FRONT SEAT W/O COVER LAVATORY SHALL BE HANDICAPPED A55E551BLE, WALL HUNG, 20"x18", WITH CONGEALED ARM CARRIERS. FAUCET SHALL HAVE GOOSENECK SPOUT AND M15T BLADE HANDLES. in A 10'-44.. Warehouse Electrical Main Panel 'i=' AVV6 LOAD poles amps GKT LOAD (WATTS) GKT amps poles LOAD AWG REMARKS A E G SPARE 1 1 2 SPARE' #12 WAREHOUSE OUTLETS 1 . 20 3 600 C50 4 20 1 1 WAREHOUSE LIGHTS #12. #12 WAREHOUSE OUTLETS 1 20 5 600 1150 6 20 1 WAREHOUSE LIGHTS #12 #12 WAREHOUSE OUTLETS 1 20 1 600 q50 8 20 1 WAREHOUSE LIGHTS #12. #12 WAREHOUSE OUTLETS 1 20 q 10 125 3 SUB PANEL'Di' #2 11 12 - 13 14 15 18 TOTAL AMPS : BUS A Bq.6 BUS B 26.1 BUS C 241.2 Rated amps ❑ 125 ❑ 150 11200 E 400 RATED VOLTAGE N 120/208V ❑ 3 phase. 4 Wire I MOUNTING: NEMA 1, Recessed PANEL TYPE: SQUARE D LOADCENTER W/ 50 BREAKERS I m Main lugs Only LOCATION: Each Bay Air Conditioning Equipment Schedule EQUIPMENT 5.0 TON SYSTEM 13 SEER ELECTRICAL LOAD CARRIER CONDENSER: AG-24ABR360A003 26.3 AMP CARRIER AHU :. FA4GNG060010 56.6 AMP 43,i00.00 SENSIBLE 56,500.00 TOTAL Warehouse Electrical 5ubpanel 'F1' PANEL TYPE: LOADGENTER WITH 30 BREAKERS, RIG: 10,000 AIG RATING VOLTAGE: 120/2401/ 3 PHASE 4 WIRE LOCATION: NEAR MAINS: 129A RATING, MLO OFFICE/WAREHOUSE MOUNTING: N®MA 1 RECESSED DOOR AW6 LOAD DESCRIPTION poles amps GKT LOAD (WATTS) GKT amps poles LOAD DESCRIPTION _ ANG A.. B 1 C, I #12 OFFICE OUTLETS 8 LI6>HT5 1 20 1 1000 1200 2 20 1 MANAGERS ROOM OUTLETS 6 LIGHTS #12 #12 CONFERENCE ROOM OUTLETS B LIGH'M 1 20 3 1260 1500 1 4 1 20 1 KITCHEN OUTLETS #12 #12 RECEPT. $ WAITING ROOM OUTLETS E LIGH76 1 20 5 1260 1500 6 20 / KITCHEN OUTLETS 8 LIGHTS #12 #12 GENERAL ROOM OUTLETS 1 20 i 1260 8. 20 1 SPARE #12 BATHROOM OUTLETS 6 LIGHTS 1 20 q 1200 -ISO 10 20 1 OFPIGE OUTLETS t LIGHTS #12 #6 AHU •1 2 60 11 '750. 12 20 1 1 ADMIN. OUTLETS C LIGHTS #12 15. - 14 50 2 CU #1 (NON-GOINGDENTAL) #6 15 16 - 1'T 18 tq 20 q 22 TOTAL CONNECTED VA PER PHASE TOTAL CONNECTED AMPS PER PHASE 5-0„ PLUMBING LEGEND ----- COLD WATER LINE WASTE LINE - - _. - - - VENT LINE G.O. GLEAN OUT V.T.R. VENT THRU ROOF -- GATE VALVE -�+ H.B. HOSE BIB (MOUNT 12" AB. FIN. 6RJ P-1 PLUMBING FIXTURE TYPE a !V MEN O INTERIOR ELEVATIONS 1. 1/4 = 1, O 1' 2' 4' GENERAL LIFE 5AFETY LEGEND SYMBOL DESCRIPTION EXIT I SURFACE MOUNTED COMBO EMERGENCY/ EXIT LIGHT CIRCUITED W/ BATTERY BACK-UP sp: ISURFACE MOUNTED SMOKE. DETECTOR L, CIRCUITED IN/BATTERY BACK-UP HVAG DUCT ALARM / PILOT / TEST MONITORING DEVICE 1% 4 ® FIRE EXTINGUISHER PATH OF WRE55 115'-8" TRAVEL DISTANCE MEN WOMEN KITCHEN Electric Legend DESCRIPTION SYMBOL ELECTRIC PANEL QUADRIPLEX OUTLET SWITCH $ 3-AAY SWITCH 1" CONDUIT FROM ELECTRIC AREA TO EA. BAY FOR FIRE ALARM 1" CONDUIT FROM ------- ELECTRIC AREA TO EA. SAY FOR TELEPHONE SERVICE- 1'X8' FLUORESCENT FIXTURE8 GA/ II--�� _ 2ILAMGHT P 60W LAMPS e = 1'x8' FLUORESCENT --- - -- -- - __ GL6 LIGHT FIXTURE 60W LAMPSN/ 1 BACK-UP EM LT ----- ---__..__ 2'X4' FLUORESCENT GHT FIXTURE GVV 21LAMP 8E 60W LAMPS % < IL _ 1x4' FLUORESCENT - --" - - --- (CLG LIGHT FIXTURE W/ 2 LAMPS T-8 SON LAMPS K/ L� - 1 BACK-UP EM LT EXIT/EMER&ENGY EXIT COMBO LIGHT INCANDESCENT ------ --------- WALL LIGHT SURFACE MTV SECURITY LIGHT EXHAUST FAN Q 120V OUTLETS Q� DISGONNEGT5 ao° 1 Electric Abbreviations AFF ABOVE FINISHED FLOOR AFC, ABOVE FINISHED GRADE BKR CIRCUIT BREAKER G CONDUIT DP D15TRIBUTION PANEL EM EMERGENCY EDP EMERGENCY DISTRIBUTION PANEL EMT ELECTRIC METALLIC, TUBING EDF ELECTRIC DRINKING FOUNTAIN F FUSE FA FIRE ALARM (SR5 GALVANIZED RIGID STEEL CONDUIT 6 GROUND 61=0 GROUND FAULT CIRCUIT INTERRUPT H 2 M / 4&0 v PANELBOARD IMC INTERMEDIATE METALLIC, CONDUIT L 120 / 205v PANELBOARD MTD MOUNTED NIG NOT IN CONTRACT - NTS NOT TO SCALE OFGI OWNER FURNISHED - CONTRACTOR INSTALL OFOI OWNER FURNISHED - OWNR INSTALL PVC SCHEDULE 40 POLY VINYL CHLORIDE NR NON -FUSED RAC RIGID ALUMINUM CONDUIT RT RAIN TIGHT (NEMA.59) BW SWITCH WP WEATHER PROOF 15 KITCHEN Ito®�� sett ♦♦% ♦ <) . , l �� 4f01 io A s L °,•.yJ i .' C9 CIA r .f ♦ b \ I e i 151 G ®� 4040 J 111�`�, m :o Y 0 o Q^ L.L LL O � U z -� Ud L 1� U) LU 0 0 m O � U U UJ z_ (y r pa CD (n 3 z rn �_ Ina Y LL 0 0 FILE COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT MAW CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT::' MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, project no. 04064.04 drawn by jac checked by nxg original issue 10/05/05 latest revision 10/20/05 latest plot date 10✓26/05 MEP Notes sht Ale of 5 Copyright NXG Architecture, Im. 2005 P-4: STUB OU- WATER RISER FI POSSIBLE FUTUf FACE AND BOD' HOSE WATER HAMMER P.D.I. SIZE "A" WA I EH K15EK 3" 6 WASTE RISER "B" i kI 1 ,.v.. 103 m ALL UNDERGROUND WORK WAS INSPECTED UNDER PERMIT # OW50395 grvoorI NOTE NOTE Q { I SHUT-OFF VALVE W/ VALVE BOX (TYP) B. C�jL L= - - -- III - .I III t- -- - -- ___ :_- SEE: WATER SEE WASTE _ RISER RISER F Oil NI �` P 6 P C 6. --- P-3 P 4 --102 ALL UNDERGROUND WORK WA5 IN5PEGTED UNDER PERMIT # 06050555 -.-._. -.... 1 NOTE \ , -- ------- --- - -� 4 -- SEE WASTE Q -SEE'IWATER RISER -6 I 0 NOTE I SHUT-OFF VALVE W/ VALVE BON (TYP) I,I NOTE SEE WASTE RISER C. • 0 NOTE SHUT-OFF VALVE W/ VALVE BOX (TYP) SEE WATER RISER P-5 P-4 I I I P-g� III III P-5 ' �d1r:� � I .IIIII III III III I III II, i � I GI i,Il III I I f III III III � PLUMBING NOTES--PLUMBfN-G- N-OTES__- 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE 01 FOR CONTINUATION OF PIPING SEE CIVIL ENGINEERING DRAWING;I WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES. I �h 2° CONTRACTOR AND SUB -CONTRACTOR SHALL VISIT THE JOB SITE ND 20 WASTE AND VENT PIPING SHALL BE PVC-DWV CONFORMING TO THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITION j 1 ASTM D2665 WITH SOLVENT WELD JOINTS. 3. ALL MATERIALS SHALL BE NEW. scour SHALL BE WITHIN 3" 'ALVE WITH I'II III I I� L OF FRONT AND SHALL DIRECT WATER PIPING SHALL BE TYPE "L" COPPER CONFORMING TO 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING SU FLOW PARALLEL TO FRONT. ,CONTRACTOR , IN A FIRST CLASS AND WORKMANLIKE MANNER TH� „ FLOW SHALL BE A MIN. OF FITTINGS CONFORMING TO ANSI 816.22 OR B16.18. E. II5. ALOMEXCAVATION ANDPLETE SYSTEM HBACALLKILL AS RQUIREDE FULLY VFOR THIS PHASE 0""'s I 4" HIGH ASTM B-88 WITH 'SOLDER TYPE BRONZE OR WROUGHT COPPER ,I HUT OFF VALVES SHALL BE BALL VALVES. VALVES SHALL BE I'll CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. RONZE BODY WITH FULL PORT STAINLESS STEEL BALL AND r, 6. REQUIRED INSURANCE SHALL BE PROVIDED BY THE SUB -CONTRACTOR STEM CONFORMING TO MSS SP-110. FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMA E FOR III !I THE DURATION OF WORK, EE LL 50 HOSE BIBS SHALL HAVE REMOVABLE HANDLES AND SHALL T FOR ALOLNPERMI�S FEE, �NSPECTIONONTD TEST. SHALL SECURE Al PAY f HAVE VACUUM BREAKERS. Awd 5,4,Jr*FG %/AtI 8. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE PRINTS FOR THE gXACT © WATER CLOSET SHALL BE HANDICAPPED ACCESSIBLE, LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. M FLOOR MOUNTED, ELONGATED, SIPHON JET, 1.6 GPF TANK TYPEDI 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOI� II INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. OPEN FRONT SEAT W/O COVER E Il 10. VERIFY LOCATION SIZE INVERTS AND ALL EXISTING UTILITIES PRI�R 07 AVATORY SHALL BE HANDICAPPED ACCESSIBLE, WALL HUNG DI BEGINNING 0� CONSTRUCTION. INFORM ARCHITECT OF ANY - I� 0"x18", WITH CONCEALED ARM CARRIERS. FAUCET SHALL HAVEP DISCREPANCIES. I i ii MIN. MAX. ! ii h GOOSENECK SPOUT AND WRIST BLADE HANDLES. 11. FURNISH AND INSTALL APPROVED AIR CHAMBERS AND PDI APPRO D ii SHOCK ARRESTORS ON MAIN LINES OR RISERS. SECTION THRU CLEAR FLOOR SPACE PLAN AT DRINKING FOUNTAIN SHALL BE HANDICAPPED ACCESSIBLE WALL;I, 12. DI -ELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILARI DRINKING FOUNTAIN DRINKING FOUNTAIN I; HUNG ELKAY MODEL EZS8, OR EQUAL, W/CONCEALED ARM ill METAL PIPING AND EQUIPMENT CONNECTIONS. id I; CARRIERS ETC. j 13.ISOLATE COPPER PIPING FROM HANGER OR SUPPORTS WITH ISOLATOR G j ----- -- -----— 'III I I I, I. 'I f' I! I.I. II, III L. I. I II I I �p BUILDING F PARTIAL PLUMBIN& PLAN N PLUMBING LEGEND -------- COLD WATER LINE WASTE LINE VENT LINE C.O. CLEAN OUT d V.T.R." VENT THRU ROOF -D�- GATE VALVE I'll H.B. HOSE BIBB (MOUNT 12" AB. FIN. GR.) II; P-1 PLUMBING FIXTURE TYPE ----- _----PAD CHASE fCHNOLOINI CORP. P�CCPR-STRUT -M DEt-C fi5 6. F-ILL-VOIIS BETWEEN PIPE WALL AND FLOOR SLEEVES WITH FIRE�RATED FOAM, 14. PROVIDE BRASS PLATED COMBINATION COVER PLATE AND CLEANO�T PLUG FOR ALL WALL CLEANOUTS.-JOSAM 58890 SERIES. I III 15. FOR TOILETS AND SINKS, PROVIDE SEPARATE VALVES COLD WATER. I!I I I . NOTE: I I I I P-3: SERVICE SINK P-4: EMERGENCY SHOWER & EYE WASH 1 II P-5: DRINKING FOUNTAIN W/ ;! CUP HOLDER II P-6: KITCHEN SINK l !j W 00 w n if §� • Q U 0 e2 = LL I E I Ii2 1I. fJ* • o :° < w ;- �Q ,��/11111�♦♦ � I! THE PLANS AND ALL PROPOSED WORK j A SUBJECT TO ANY CORRECTIONS 'I RE IRED BY FIELD INSPECTORS THAT' I iil - YBENECESSARY INORDER TO'. I CO LYWIT" ALLAPPLICABLE_C0.DES. H. +, - FILE COPY I I I I I I I I I i (aJ 10 project no. 04064.01 drawn by jac checked by nxg original issue 02/22106 latest revision Z� 11 /09/06 latest plot date 11 /09/06 Plumbing sht P2 31f Copyright NXG Architecture, Inc. 2005 _ 6 I. Floor and Gelling Runners — (Not shown) — Channel shaped; fabricated from min 0.0329 in. thick, bare metal thickness (No. 20 MSG) corrosion - protected steel, that provides a sound structural connection between steel studs and ad'acent assemblies such as floors, ceilings and/or other walls. Attached to our and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC. 2 Steel Studa-- Min 0.0329 in. #lnickr bate metal'.*ckness (Rio, 20 MSQ) corrosion -protected gtaei studs, milt 3 i /21n. wide, cold formed, designed i accordance with the current edition of the. 9 fication for the Design of C6144ormed Steel Structural Members by the American bron and Steel Inst1 tote (AISI). All design details enhancing the structural integrity of the wall assembly, e including the axial design load of the studs, shall be as specified by thsteel stud designer and torproducer, and shall meet the requirement:. of all applicable "codeagencies: The max.stud:spacing shall uiot:exceed 24 in. OG Studs attached to Am'and eeiling runners with 1/2 in, long 1'yp S-12 steel screws on both sides of the studs or by welded or bolted connec- tions designed in accordance with the AISI specifications (beating walls). Studs to be cut 1 /2 to 3/4 in. less than assembly height and friction -fitted into,flobr and ceiling runners (nonbearing walls). 3. Lateral Support Members (Notshown) Where required for lateral- suppprt of studs, suppdrtshall be provided by means bf steel straps, chan- nels or other similar meads as specified -in the design of a particular steel stint wall system, 4 -Wallboard, gpsrim't— Nom°5/&in, th 41ftwidellylpsumpands, aftaehed verb 4y, of,horitiontallq'xth 14/4 in. long Type a-12 steel,screws When applied ve'rbeally tr+ studs, joints cennteredmver studs and staggered one stud cavity, on opposite sides oftstuds.and'attached with screws, apace¢. 8 in,-0c along, the edges and 12 in ,00 in the field, ;When, applied horlaon- tall to studs, no distance=requhertuitt on ts'ttit opposite sides :of studs tall tch0d".weft scrums>spacad ll in Oe along the edges and in tlhe field. Wlhern furriin rlianhels (item &)are used, ivAbeard U screw=attached verti- } ini OC ftrring channels with 11J4 in Iong, "� st�l screws; spaced 12 CANtkDM GYPSUM COMPAXTY— lypes Fi21(, i1tX UNITED STATES"dYr'slir l.t o Type¢ M-Ca 5. Baits and Blankets* (Optional not sllowti)— Placed im stud cavities, an} glass fiber or riiuteral 11, tnsulabon bearing the n4v1vn 1ylurk4ng.- as to Surface. B Cliaraekerrshcs and /or i ire Restart, Somlpaee Batts and Btenkets (101tV or B ),tatagories or na es';ak Glasaified cnies, 6, Tulin Tape-sttd Compout'4 Crnyl.or cm- l 4ry or,prenuxed joint - OPEN -WEE ROOF JOI° SEE STRUC BRACING ABOVE 0 6-0" O.G TO STRUCTURE R-1q BATT INSULATION — 2X4`GALV. MTL. FIRE BLOCKING R-19 BATT a 91-0" HEIGHT MIN, - INSULATION-- z S J g SLOPE 1 /4" PER FT. SUSPENDED ACOUSTICAL CEILING SUSPENDED ACOUSTICAL--) TO BE STANDARD CLASS "A" CEILING TO BE STANDARD` „ � CLA55 "A" FISSURED -O X -0 TILE FI55URED 2 4 , 2-0' X 4-0TILE SOUND INSULATION 5TC = 45 MIN. — V GAB EACH WE OF STUD (TYPICAL) 25 GAUGE 3-5/5" GALV. I?MTL. STUDS 0 16' O.G. (TYPICAL) - Q v is OFFICE OFFICE BASE CHANNEL ATTACHED TO CONCRETE W/ 1/4" 0 TAPCON ANCHORS W/ MIN. 3/4" EMBEDMENT ® 24 O.G. BASE @ BOTH 51DE5--_ \ CANT. SEALANT EACH 51DE \ O CONCRETE 5LAB TYPIGAtL INTERIOR YNArLL 5EGTION 1 ( ALL) UNITS z' 4' R-11 BATT INSULATION 5/5' TYPE FRX GAB EACH 51DE OF STUD (TYPICAL) 6SA20 OR ECG 20 GAUGE 6" G-514APED STRUCTURAL GALV. MTL. STUDS 0 16" O.G. — 2x6 FIRE BLOCK OFFICE t AAREHOU5E BASE CHANNEL ATTACHED TO GONGRETE A/ 1/46, O TAPCON ANCHORS A/ MIN. 1-1/2" EMBEDMENT 16" O.G. — EXTEND PRYINALL TO GALV. CORRUGATED MTL. DECK CONTINUOUS IF TRACT 5ECU ED TO BOTTOM 0 OF J015TA/110 PAF'5. 2 12-14 5ELF- DRILLING 5CREAS EA. STUD EA, 51DE R-19 BATT' - INEULATION 5U5PENDED --J AC�OUSTIGAL CEILING FIRE CAULKING TOP OF DIN SEALING GAP BETWEEN DIN& STRUCTURE STRUCTURAL STEEL GALV. CORRUGATED MTL. ROOF DECK -� GALV. MTL. FURRING H 51DE OF JOIST 0 EN -WEB STEEL F JOIST. 5 TRUCTURAL CON T�I 10005 15 GA. GALV. MTL. TOP TRACT. DO NOT FASTEN TO 5LIP TRACT. 2x6 FIRE BLOCK EXTEND DRYWALL TO GALV. CORRUGATED MTL. DECK --__ FIRE CAULKING 0 TOP OF DW SEALING GAP BETWEEN DA 8 STRUCTURE STRUCTURAL STEEL GALV. CORRUGATED MTL. ROOF DECK CONTINUOUS SLIPALV. MTL. FURRING TRACT SECURED TO C:H SIDE OF JOIST BOTTOM OF ROOF J015T A/ 0,111(p /'__-0 - EN -WEB STEEL PAPS. R F JOIST. 5E TRUCTURAL CON UOU5 18 GA. 2 12-14 5ELF- GALV. MTL. TOP DRILLING 5CREA5 TRACT. DO NOT EA, STUD EA. SIDE FASTEN TO BLIP TRACT. 2x6 FIRE BLOCK 8 6" MTL. BRACING 0 MIDPOINT OF AALL� TO BE STANDARD 6" MTL. STUDS 6" MTL. STUDS { CLA55 "A" FI55URED (NO. 20 M56) (NO. 20 M56) 2`-0" X 4-0" TILE 65A20 OR EQUAL 65A20 OR EQUAL STUDS @ 16' O.G. STUDS @ 16" O.G. R-11 BATT INSULATION BETWEEN OFFICE AREAS 5/8" USG TYPE FRX DRYAALL OR EQUAL EACH 51DE OF STUD. -5/5" U56 TYPE FRX DRYWALL OR EOUAI. CONTINUOUS BASE EACH 51DE OF STUD. CHANNEL SECURED\j� Q TO 5LAB A/ 4` 0 TAPCON ANCHORS A/ MIN, 3/4" OFFICE OFFICE EMBEDMENT AAREHOU5E AAREHOU5E 241 O.C. CONTINUOUS BASE 2 12-14 5ELF- BASE 0 BOTH 51055 SET HALL 51LL TRACT IN CONTNNOU5 I BEAD OF AGCOU5TIC CANT. SEALANT—— EACH SIDE OF WALL EACH SIDE -- n ° - e p d G a CONCRETE 5LA5 2 WALL 5EGTION A2.1 3/4" = V-0" O 3„ rF 1, 2, 4 ( ALL ) UNITS R-19 BATT INSULATION SUSPENDED— ` ACOUSTICAL CEILING TO BE STANDARD CLA55 "A" FI55URED 2-0" X 4'-0" TILE R-4.2 INSULATION 5/8' GAB ON Yz" FURRING CHANNELS (TYPICAL) tr INTERIOR CHANNEL SECURED DRILLING 5CREW5 2 12-14 SELF- TO SLAB A/ Y4" O EA STUD EA 51PE DRILLING SCREWS TAPCON ANCHORS A/ MIN. 3/4" FILL GAP EA STUD EA 5DE EMBEDMENT ® GONG. FLOOR w/ 24" O.G. ACOUSTIC SEALANT VINYL BASE ---� FILL GAP 0 \ GONG. FLOOR w/ VINYL BASE CONCRETE SLAB CANT. SEALANT ACOUSTIC SEALANT I EACH 51DE — Q `. CONCRETE SLAB —J 4 TENANT 5EFARATION YNA4LL s TENANT 5EPAtRATION YVAALL 6 MALL 5EGTION 2:1 3/4" = 11-0" ( ALL) UNITS 0""" " r a' 4 1 3/4" = 1'-0"L ( ALL) UNITS o 3" 6° r 2' 4' Y 3/4" = 1'-O" u—� 0 3" V. 1 0M11=I14 Aklr1 Ann=== T/1 I11 Aaar-"RI Y A=n n�-„1nui Atl� Awl .inn co Y 4 u o � U z W U J W O m 0 � U o 2 W w U z ry LL 0 a z o, rn NN rn Y m L.L LL in THESE PLANS AND ALL PROPOSED ��0 K ARE SUBJECT TO ANY CORRECTIOIN REQUIRED BY FIELD INSPECTORS? T ;- MAY BE NECESSARY IN"ORDER T " COMPLYWITHALLAPPLICABLECO. EXTERIOR FILE C project no. 04064.04 drawn by Jac checked by nxg original issue 10/05/05 latest revision A 10/20/05 latest plot date 10/20/05 Wall Sections sht A2. 5 Copyright NXG Architecture, Inc. 2005 I 2'-0,> TO PHOTOCELL �„ > TO PHOTOCELL -4" / 10 -' 4'-0" 4' / I / I + AFF +q'-0" AFF WP HP-1 '. ;llQ-4'-Ou.BELO" TOP OF SLAB GFCI P- P-s I I TIX3 m _ . X3 ;. (.:'H X 10- A OVERHEAD ELEGTRG PANEL 14 H x 10 W OVERHEAD -- -J _F—t — — — `--------- — `------------------------� / F-11,13,15 oR _ 'HALLWAY COILING DO COILING DOOR _ — � ,. in - It 1 li\� ill ® Ii ll © Ii III ® IIII \� V /---------- ... TI - \ I I\ I\ ~ * \ I `---------------------II `-------------------- I I II q 4i I i---------------------------------------- U / I I I I I I " I II III I IiV i ,♦ \\ \ \ I I I II I I I 7YPtGag. P % e'FLLUI I I I III I I. II 1 I u I IN AAIWOREO T U6HT ql li ' FIXTURE IN E OUST TO y aE eELEO BY THE 1.` OWNER II 11 rAN III f; I I . I. V/ I iq _ _ — _ — _ _ _ F-5 Ail I I I II' II I IIII I III t It lu I w I �NAREHOUSE AREAL---------------------J L---------------------J II II li,. I l F-3 l III I �Iuli I � lu ' I I- i II ® IIII I I I II � I I ----- -- ------- I F-3 hl I I I I I I I I I I I M5TALL AND SECURE FREESTANDING MOLDED UTILITY/ STORAGE SPACE SUGGESTED SINK AND COMBINATION WALL MOUNT EYE/FACE AND BODY DRENCH HOSE AGGORDING TO MANUFACTURERS L 5 BASED ON AREA FOR CiRGULrATION / \ M.H. = 1z5' (tyP.) INSTRUGTION5 AND IF REQUIRED BY GORE' 43�5 I l i I\ I I / I J I I I li I s -•Y I II I i II i I III I r ___ '.. I ♦ is i . � 4 (V II I I11� I I II I 8� " I 8 GHE4gN" 15- MOFFICE ADMIN. 8'2v r 4 13pI�.I. I It I��Ti ? 3 111-53 45" ` 2�5g4'� HALL n F. ERA1 4�, 4I OFFICE u 41, YVATNG REpT. CONFERENCE NG IIIIIIII IIliI I\ jIII,liII iIIIi II pII I\ �\AIIIi IIi I L. I , a I r II ---J NOTES: 1. ALL DIMENSIONS ARE FAGS OF FIN15HTO FACE OF FINISH 2. ALL INTERIOR DOORS ARE 36" x 80" x 1 g" HOLLOW GORE FLUSH MASONITE FLOOR FLAN - F103 G 2 EXCEPT DOORS TO FRONT CLOSETS ARE 28" x 80" x 1 �" HDLLOW GORE FLUSH MA50NITE A�,� 1/8" = 1'-O" � AND DOOR TO AAREHOU5E 15 36" X 80" x 1 J" 50LID GORE FLUSH MA50NITE O 2' 4' 8' 6' 24' 3. ALL PLUMBING IN REVISED BAY SHALL BE FILLED, GAPED AND BURIED UNDER CONCRETE. FILE COPY ST. LUCIE COUNTY PLAN REVIEW BLDG: I DATE:&7-C DATE: DATE. PLUMB: DATE: MECH: LDATE: Y �o o ¢ LZ �, C Y LL a o W o' J m 0 o U � Uw z �. , u O > U' u) 3 Z O ~ U c �_ CIO se F w /) project no. 04064.04 drawn by jac checked by nxg original issue 07/15/05 latest revision 0 02/08107 latest plot date 02/08/07 Floor + Clg. Plan sht Al. 1 of 5 Copyright NXG Architecture, Inc. 2005 , NOTE TO GONTiRACTOR: 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL EXISTING UNDERGROUND AND ABOVE GROUND IMPROVEMENTS SUCH A5 CONDUITS, GAS MAIN5, 5ANITARY SEWER LINES, TV GABLE, TELEPHONE, LATERALS, WATER MAINS, POLES, PIPES, GABLES AND OTHER STRUCTURES FROM INJURY, AND IN CASE OF DAMAGE THEY SHALL BE RESTORED WITHOUT COMPENSATION. 2. HAND -DIG WHERE THERE 15 ANY CONFLICT WITH THE EXISTING UNDERGROUND UTILITIES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT ALL UTILITY COMPANIES FOR LOCATION OF THEIR EXISTING FACILITIES. IT 15 THE CONTRACTOR'S RMFON58ILITY TO LOCATE THESE UTILITIE5 FOR THE EXACT DEPTH, 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES 50517NNED OR COST INCURRED BECAUSE OF THE CONTRACTORS OPERATION IN THE VICINTY OF EXISTING UTILITIES OR STRUCTURES. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN THEIR EXISTING FACILITIES CONFLICT WITH THE CONSTRUCTION. GENERAL ELECTRIC,n.L NOTES: 1. THE ELECTRICAL CONTRACTOR 15 TO COORDINATE WITH THE HEATING, VENTILATING AND AIR CONDITIONING (HVAC) TRADE TO MAKE CERTAIN ALL POWER CIRCUITS, CONTROL CIRCUITS AND CONDUITS ARE INCLUDED IN THE BIDS. ALL HVAG EQUIPMENT 15 TO BE PROTECTED WITH FUSES (DUAL ELEMENT) SIZED EXACTLY IN AC60RDANOF WITH THE EQUIPMENT LABELS. SPLIT SYSTEMS AIR HANDLE95 AND CONDENSING UNITS ARE TO BE CONNECTED WITH CONTROL CIRCUITS. UNDER NO CONDITIONS WILL OWNER PAY ADDITIONAL CHARGES FOR HVAG, EXHAUST. 2. THE ELECTRICAL CONTRACTOR 15 TO OBTAIN A COMPLETE SET OF DRAWIN65 AND 5FEGIFICATION5 PRIOR TO BIDDING, AND 15 TO BECOME THOROUGHLY FAMILIAR WITH THE ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL AND LANDSCAPING FEATURE OF THE PROJECT. REVIEW ALL EXISTING CONDITIONS AND VISIT THE JOB 517E PRIOR TO BID. PRIOR TO BIDDING, THE ELECTRICAL CONTRACTOR 15 TO HAVE A COMPLETE UNDERSTANDING OF CEILING CONFIGURATIONS, WIRING SPACES, FIRE RATED SURFACES, STRUCTURAL FEATURES, AIR CONDITIONING WORK, TEMPORARY POWER REQUIREMENTS, PIPING, FLUM5N6 AND ALL OTHER FEATURES WHICH BEAR ON THE ELECTRICAL WORK. UNDER NO CONDITIONS IS TH15 PROJECT TO BE BID WITHOUT A COMPLETE SET OF DRAINN65 AND SPECIFICATIONS. 3. DO NOT SCALE OR TAKE DIMENSIONS FROM ELECTRICAL DRAWING5. 4. ALL FLUORESCENT BALLA5175 ARE TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ENERGY GORE. 5. THE CONTRACTOR TO PROVIDE DECORA BRAND 5NTCH AND RECEPTACLE COVER PLATES IN WHITE COLOR. 6. THE WORK TO BE PERFORMED BY THE CONTRACTOR INCLUDES FURNISHING ALL MATERIALS, LABOR, TOOLS, EQUIPMENT, LIGHT, POWER, TRANSPORTATION, SUPERINTENDENCY, TEMPORARY CONSTRUCTION OF EVERY NATURE, AND ALL OTHER SERVICES AND FACILITIES OF NATURE WHATSOEVER NECESSARY TO MODIFY, CONSTRUCT, COMPLETE, DELIVER AND PLACE IN OPERATION THE REFERENCED PROJECT 1. THE ELECTRICAL CONTRACTOR TO PROVIDE ALL MATERIALS AND LABOR TO INSTALL THE ELECTRICAL SYSTEMS A5 INDICATED ON THE DRAWINGS. IT 15 NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. ITEMS NOT 5HO"N BUT OBVIOUSLY NECESSARY FOR COMPLETION OF THE WORK SHALL BE INCLUDED. 6. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NEC, LOCAL CODES, AND OTHER APPLICABLE JURISDICTION CODES. 9. THE CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS, INSPECTIONS d APPROVALS. ALL WORK SHALL BE DONE BY A LICEN5E0 ELECTRICIAN. 10. THE CONTRACTOR TO COORDINATE THE WORK W/ THE ENGINEER d OWNER, 11.. IT 15 THE CONTRACTORS RESPONSIBILITY TO COORDINATE SERVICE CONNECTIONS WITH FLORIDA POWER AND LIGHT COMPANY. ALL LABOR, EQUIPMENT, MATERIAL AND UTILITY FEES NECESSARY TO MEET FPL REQUIREMENTS 15 TO BE INCLUDED IN THE PROPOSAL, 12. GROUNDING TO BE INSTALLED TO MEET NEC, ARTICLE 250 REQUIREMENTS. A GROUNDING SYSTEM SHALL NOT EXCEED A 48 HOUR DRY RESISTANCE OF 5 OHMS. ADDITIONAL GROUNDING TO MEET THIS REQUIREMENT SHALL BE INSTALLED AT NO EXTRA COST. GROUNDING AND BONDING CONNECTIONS SHALL NOT BE PAINTED. 13. AN EQUIPMENT GROUND WIRE 51ZED PER NEC SHALL BE FULLED IN ALL ELECTRICAL CONDUITS, WHETHER OR NOT INDICATED ON PLANS. 14. ALL EQUIPMENT AND MATERIALS SHALL BE NEW 8 UNUSED $ U.L. LISTED. 15. ALL CONDUCTORS SHALL BE COPPER, 640V, RHW (XLP), THIN OR XHHW BELOW FINISHED GRADE AND NET LOCATIONS. OTHERWISE THWN/ THHN SHALL BE INSTALLED ABOVE FINISHED GRADE. IS. UNDERGROUND CONDUIT5 SHALL BE SCHEDULED 40 P.V.G. ALL ABOVE GRADE CONDUITS SHALL BE EMT, INDOOR, OR PVC 84 OUTDOOR. ..11. ELECTRICAL WARNING TAPE SHALL BE PLACED 6 INCHES DEEP ON TOP OF ALL UNDERGROUND TRENCHING5. 16. ALL TRENCHES SHALL BE FILLED Y / COMPACTED GLEAN SAND BACKPILL (5896 AS5HTO T-180) AND COMPACTED UTILIZING COMPACTION MACHINE AT DEPTH OF NOT MORE THAN 6 INCH LAYERS. 19. ALL UNDERGROUND CONDUITS SHALL BE A MINIMUM 24 INCH DEEP TO TOP OF THE CONOUIT5 UNLESS OTHERWISE NOTED. CONDUITS INSTALLED BY CONTRACTOR FOR FPL COMPANY SHALL BE A MINIMUM 36" DEEP TO TOP OF CONDUITS AND SHALL BE INSTALLED IN THE EASEMENT AREA, 20. THE CONTRACTOR 15 RESPONSIBLE TO TEST ALL SYSTEMS AND REPAIR OR REPLACE ALL DEFECTIVE WORK TO THE SATISFACTION OF THE ARCHITECT AND OWNER. 21. TYPE WRITTEN PANEL SCHEDULES SHALL BE INSTALLED IN EACH PANEL BOARD. ALL CIRCUITS SHALL BE IDENTIFIED IN PULL BOXES, PANEL BOARDS AND CONTROLLERS, IDENTIFICATION SHALL MATCH PANEL BOARD 56HEDULES. 22. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND THE COORDINATION OF THE WORK. ANY OMIS51ONS OR CONFLICT IN THE WORKING DRAWINGS OR BETWEEN THE DRAANC75 AND EXISTING FIELD CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION AND COMPLETION OF THE DESCRIBED WORK SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 25. THE CONTRACTOR SHALL LEAVE THE SITE GLEAN AND ORDERLY AT THE END OF EACH WORKDAY. 24. CONTRACTOR SHALL VERIFY LOCATIONS 5HOWN ON THE DRAPING AND DETERMINE THE GHARAGTERISTIG5 OF EXISTING FACILITIES THAT WILL AFFECT THE PERFORMANCE OF THE WORK, BUT ARE NOT SHOWN ON THE DRAWING OR N THE SPECIFICATIONS. 25. ALL MATERIALS AND EQUIPMENT SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE NOTED, 26. CONTRACTOR TO SUBMIT SHOP DRAWINGS d CATALOG NUMBERS FOR ALL NEW MATERIAL FOR APPROVAL BY THE ARCHITECT FRIOR TO CONSTRUCTION. 21. EVERY ATTEMPT SHALL BE MADE TO PROTECT ALL EQUIPMENT S MATERIAL FROM ANY INJURY DURING TRANSPORTATION, LOADING, UNLOADING AND INSTALLATION AT THE SITE. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOST, STOLEN OR DAMAGED EQUIPMENT OR MATERIAL, 24. ALL EQUIPMENT IN5TALLED OUTSIDE OR EXF05ED TO WEATHER SHALL BE NEMA TYPE 3R. 50. CONTROL CENTERS SHALL BE SUPPLIED WITH BOLT -ON BREAKERS OR EQUAL. 31. ALL MAIN FUSES SHALL BE CURRENT LIMITING WITH REJECTER KIT. 52. ALL DISCONNECTS SHALL BE HEAVY DUTY AND FUSIBLE. ELECTRICAL SAFETY NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY FYREGALMON5 AND FR06RAM5 IN CONNECTION WITH THE WORK, THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF, AND SHALL PROVIDE THE NFLE55ARY PROTECTION TO PREVENT DAMAGE, INJURY, OR LOSS TO THE PUBLIC, AND/OR PUBLIC PROPERTY. 2. THE CONTRACTOR SHALL PROVIDE ALL BARRICADES AND WARNING DEVICES SURROUNDING THE AREA OF CONSTRUCTION TO INSURE PUBLIC SAFETY. MECHANIC/hL NOTES 1. MECHANICAL WORK5 AND MATERIAL5 SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL AND STATE GORE REGULATORY AGENCY, UTILITY COMPANY REGULATIONS AND THE APPLICABLE LATEST EDITION OF CODES AND 5TANDARDS, WITHOUT UMITNG THE NUMBER, A5 FOLLOWS: FLORIDA BUILDING CODE (PBC) 2001 EDITION NATIONAL ELECTRICAL CODE (NEC) 2001 EDITION ENVIRONMENTAL PROTECTION AGENCY (EPA) DEPT, OF ENVIRONMENTAL REGULATION MANAGEMENT (DEW) LOCAL ORDINANCES, REGULATIONS OF THE BUILDING OEM., AND FIRE DEPTS. NATIONAL ELECTRICAL SAFETY CODE OCCUPATIONAL SAFETY AND HEALTH STANDARD RECOMMENDATIONS OF NFPA, N GENERAL AND IN PARTICULAR: A. LIFE SAFETY, NFPA 101 S. HVAG, NFPA 50A, B C. HVAG NFPA 96 D. SMOKE CONTROL, NFPA 92A E. NATIONAL ELECTRIC, CODE F. RECOMMENDATIONS OF ASHRAE, INCLUDING A5HRAE 90-15 G. JOINT COMMISSION FIRE ALARM POLICY H. 5MANGA HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE 2. THE MECHANICAL CONTRACTOR 15 TO OBTAIN A COMPLETE SET OF DRAWING5 AND 5PECIFICATIOL5 PRIOR TO BIDDING, 15 TO BECOME THOROUGHLY FAMILIAR WITH THE ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND PLUMBING FEATURE OF THE PROJECT. REVIEW EXISTING CONDITIONS PARTICULARLY THE ROOF TO ENSURE THAT THE ROOF CAN SUPPORT THE WEIGHT OF ROOF TOP UNITS LOCATED ABOVE AND YIFJGHT OF THE DUCT HANGING SYSTEM LOCATED SBL AND SHALL VW JOB SITE AND ASCERTAIN EXISTING CONDITIONS THAT WILL AFFECT CONTRACTOR'S WORK PRIOR TO BID, THE MECHANICAL CONTRACTOR 15 TO HAVE A COMPLETE UNDERSTANDING OF THE SPACE REQUIRE14ENT5, STRUCTURAL FEATURES, ELECTRICAL WORK, PIPING, PLUMBING AND ALL OTHER FEATURES WHICH BEAR ON THE MECHANICAL WORK. CLOSELY EXAMINE PLUMBING AND ARCHITECTURAL CONDITIONS TO AVOID DUCT AND PIPNG OR STRUCTURAL INTERFERENCE ETC. UNDER NO CONDITIONS THIS PROJECT To BE BID WITHOUT A COMPLETE 5E OF DRAWNG5 AND SPECIFICATIONS. 3. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO ARGHITWT FOR APPROVAL OF MECHANICAL MATERIALS. SHOP DRAWINGS INCLUDE, BUT NOT LIMITED TO ALL TYPE AIR CONDITIONING UNITS COMPLETE WITH ALL COMPONENTS, CONTROLS, ACCESSORIES, AND INSTALLATION DETAILS. AIR D15TRIBUTION DEVICES, ALL TYPES INCLUDING FRAMES, FASTENERS, MAINTENANCE MANUAL, ETC. 4. DO NOT SCALE OR TAKE DIMENSIONS FROM MECHANICAL DRAMN65. S. THE CONTRACTOR SHALL FOLLOW THE APPLICATION RECOMMENDATIONS OF THE MANUFACTURER OF ALL HARDWARE AND ACCESSORY ITEMS. 6. INDICATED DUCTWORK 51ZE4 ARE INCHES INSIDE, CLEAR. 1. THE WORK UNDER TH15 CONTRACT SHALL INCLUDE ALL LABOR, MATERIALS, PERMITS, TOOLS, EQUIPMENT, TRANSPORTATION, INSURANCE, TEMPORARY PROTECTION, 5UPERV15ION AND INGENDTA . ITEMS ESSENTIAL FOR PROPER INSTALLATION AND OPERATION, EVEN THOUGH DO NOT SPECIFICALLY MENTIONED OR INDICATED ON THE CRAAINC75 BUT WHICH ARE USUALLY PROVIDED OR ESSENTIAL FOR PROPER INSTALLATION AND OPERATION OF ALL SYSTEMS RELATED TO THIS SECTION, AS INDICATED ON THE DRANIN65 AND THE SPECIFICATION. 8. WHERE REQUIRED DUCT FABRICATION, INSTALLATION AND FITTINGS SHALL CONFORM TO "5MANCA" LOW VBACITY DUCT STANDARD. (LATEST EDITION). 9. ALL MISCELLANEOUS SUPPORT STEEL, ANGLE IRON, POSTS, HARDWARE AND SUPPORT ACCESSORIES, INCLUDING SUPPORT RODS, NUTS, BOLTS, EGREWS AND OTHER SUCH ITEMS, SHALL BE OF A GALVANIZED OR CADMIUM PLATED FINISH OR OF ANOTHER APPROVED RUST -INHIBITING COATING. PROVIDE ALL WELDING, CUTTING OF ROOF, PATCHING MATERIALS, PITCH POCKETS, HURRICANE SUPPORT AND FASTENERS. 10. PROVIDE STARTING COLLARS WHERE REQUIRED. 11. PROVIDE STANDARD DUCT SEALING REQUIREMENT SEAL CLA56 A. GLASS B, AND CLA55 G WHERE REQUIRED. THE SEAL MUST BE WATERPROOF, WEATHERPROOF; OR ULTRAVIOLET RAY RESISTANCE. TO BE TOTALLY LEAK FREE AND MAINTAIN LEAKAGE INTEGRITY AT PRESSURE IN EXCESS OF THEIR DUCT CLASSIFICATION, 12. DUCT WALL THIGKNE55, JOINTS, SEAMS, AND REINFORCEMENT MUST BE COORDINATED TO PROVIDE PROPER ASSEMBLY. 13. ALL DUCT JOINTS SHALL BE TAPED. 14. PROVIDE DUCTWORK AND PIPING CONNECTIONS AND VIBRATION ISOLATOR5 AT ALL EQUIPMENT. 15. EXHAUST FAN PROVIDED DUCTED DISCHARGE WHICH SHALL TERMINATE A MINIMUM OF 10 FEET FROM ANY WINDOW OR DOOR OPENING. VERIFY ALL EXHAUST FAN EQUIPMENT SPECIFICATIONS WITH OWNER. SEE ELECTRICAL FIXTURES SCHEDULE FOR EXHAUST FAN SIZE. 16. THE CONTRACTOR SHALL FURNISH, BEFORE THE FINAL PAYMENT 15 MADE, A WRITTEN GUARANTEE. 11. MANUFACTURER SHALL PROVIDE THEIR STANDARD GUARANTEE5 FOR WORK UNDER TH15 CONTRACT. HOWEVER, SUCH GUARANTEES SHALL BE IN ADDITION TO AND NOT IN LIEU OF ALL OTHER LIABILITIES WHICH MANUFACTURER AND THE CONTRACTOR MAY HAVE BY LAW OR OTHER PROVISIONS OF THE CONTRACT DOCUMENTS. IN ANY CASE, SUCH ACCEPTS THE VARIOUS SYSTEMS, AS APPLICABLE BY THE ARCHITECT, THE GUARANTEES, AND WARRANTIES SHALL REMAIN IN EFFECT FOR A PERIOD OF (1) YEAR THEREAFTER. 18. ALL MATERIALS, ITEMS OF EQUIPMENT AND WORKMANSHIP FURNISHED UNDER TH15 SECTION SHALL CARRY THE STANDARD WARRANTY AGAINST ALL DEFECTS IN MATERIALS AND WORKMANSHIP. ANY FAULT DUE TO DEPWTNE OR IMPROPER MATERIAL, EQUIPMENT, WORKMANSHIP OR DESIGN WHIOH MAY DEVELOP 5HALL EIE MADE GOOD, FORWITH, BY AND AT THE EXPENSE OF THE CONTRACTOR RESPONSIBLE, NCLUDNG ALL OTHER DAMAGE DONE TO AREAS, MATERIAL, AND OTHER SYSTEMS RESULTING FROM TH15 FAILURE. 1cl. THE CONTRACTOR SHALL GUARANTEE THAT ALL ELEMENTS OF THE 5Y5TEM5 PROVIDED UNDER H15 CONTRACT, ARE OF SUFFICIENT CAPACITY TO MEET THE SPECIFIED PERFORMANCE REQUIREMENTS AS SET FORTH HEREIN OR AS INDICATED ON THE DRAMN65. 20. UPON RECEIPT OF NOTICE FROM THE OWNER OF FAILURE OF ANY PART OF THE SYSTEMS OR EQUIPMENT DURING THE GUARANTEE PERIOD, THE AFFECTED PART OR PARTS SHALL BE REPLACED BY THE RMPOH5BLE CONTRACTOR. 21. QUALITY ASSURANCE: A. UNIT SHALL BE RATED IN ACCORDANCE WITH ARI STANDARD 210/240. B. UNIT SHALL BE DESIGNED TO CONFORM TO A5HRAE 15, LATEST REVISION, AND IN ACCORDANCE WITH UL M. C. UNIT SHALL BE UL TESTED AND CERTIFIED UNDER GANADUW STANDARD5 A5 A TOTAL PACKAGE OR SAMT' REQUIREMENTS. D. CONTRACTOR SHALL E45URE THAT THE P051TIONING OF THE UNITS AND PENETRATION FOR THESE UNITS DOE NOT COMPROMISE THE STRUCTURAL NTEGRITY AND SUPPORT OF THE WALL E. THE PROXIMITWOF NTAKES TO EXHA05TS SHALL CONFORM TO NFPA-89M, POA, 111,116, 204, OR 211. F. INSULATION AND ADB451VE SHALL MEET NPPA 90A REQUIREMENTS FOR FLAME SPREAD AND SMOKE GENERATION. G. UNIT CASING SHALL BE CAPABLE OF EXCEEDING FEDEREAL TEST METHOD STANDARD NO. 141 (METHOD 6061) 500 HOUR SALT SPRAY TEST. H. EACH HIGH EFICENGY WALL UNIT B SUBJECTED TO COMPLETELY AUTOMATED RUN TESTING ON THE A65EMBLY LINE. EACH UNIT CONTAINS A FACTORY -SUPPLIED PRINTOUT INDICATING TESTED PRE55UtF5, AMPRERAGE, DATA, AND INSPECTIONS: PROVIDING CERTIFICATION OF THE UNIT STATUT5 AT THE TIME OF MANUFACTURER. 22. EQUIPMENT: A. FACTORY -ASSEMBLED, SINGLE -PIECE COOLING UNIT WITH OPTIONAL HEAT. CONTAINED WITHIN THE UNIT ENCLOSURE SHALL BE ALL FACTORY WIRING, PIPING, CONTROLS, REFRIGERANT CHARGE (R-22), AND SPECIAL FEATURES REQUIRED PRIOR TO FIELD START-UP.. B. CABINET PANELS SHALL BE EASILY REMOVEABLE FOR SERVICING. C. HOLES SHALL BE PROVIDED IN THE BASE RAIL5 FOR RISING 5HACKLES TO FACILITATE OVERHEAD RIGGING, AND FORKLIFT SLOTS SHALL BE PROVIDED TO FACILITATE MANEUVERING. D. UNIT SHALL HAVE A FACTORY-IN5TALLED, SLOPED CONDENSATE DRAIN PAN MADE OF A NON-CORR051VE MATERIAL, FROVIDIN6 A MINIMUM 3/4 IN. CONNECTION BOTH VERTICAL AND HORIZONTAL DRAINS AND SHALL COMPLY WITH ASHRAE 62. E. UNITS CONDENSATE DRAIN SHALL DRAIN TO EXTERIOR OF BUILDING. F. UNIT SHALL HAVE FACTORY INSTALLED FILTER ACCESS PANEL TO PROVIDE ACCE55 WITH TOOL LESS REMOVAL. 25. FILTER SECTION: A. STANDARD FILTER SECTION 514ALL CONSIST OF FACTORY INSTALLED LOW -VELOCITY, THROV~Y 21N. 114ICK FIBERGLASS FILTERS OF COMMERCIALLY AVAILABLE SIZES. S. FILTER FACE VELOCITY SHALL NOT EXCEED 320 FFM AT NOMINAL AIR FLOWS. C. FILTER 5EGTCN SHALL USE ONLY ONE SIZE FILTER. D. FILTER5 SHALL BE AGGE55BLE THROUGH AN ACCE55 PANEL WITH "NO -COOL" REMOVAL. 24. CONTROLS AND SAFETIES: A. UNIT SHALL BE COMPLETE WITH 5ELF-CONTAINED LOW -VELOCITY CIRCUIT PROTECTED BY A FUSE ON THE 24-V TRANSFORMER SIDE, B. STANDARD 5AFE 1EB - UNIT SHALL INCORPORATE COMPRESSOR OVERTEMPERATURE AND OVERCARRENT SAFETY DEVICE 5T0 SHUT OFF COMPRESSOR, 25. OPERATING CHARACTERISTICS: A. UNIT SHALL BE CAPABLE OF 5TARTING AND RUNNING AT 125 F AMBIENT OUTDOOR TEMP, MEETING MAXIMUM LOAD CRITERIA OF ARI STANDARD 210/240 AT 110 % VOLTAGE. B. COMPRMGCR PITH STANDARD CONTROLS SHALL BE CAPABLE OF OPERATION DOWN TO 25 F AMBBNT OUTDOOR TEMPERATURE. MEG.HANIC.,AL NOTES (continued) 26. ELECTRICAL REQUIREMENTS - ALL UNIT POWER WIRING SHALL ENTER UNIT CABINET AT A SINGLE FACTORY PREDRILLED LOCATION. 21. MOTORS: A. COMPRESSOR MOTORS SHALL BE COOLED BY REFRIGERANT PASSING THROUGH MOTOR WINDINGS AND SHALL HAVE LINE BREAK THERMAL AND CURRENT OVERLOAD PROTECTION. B. TOTALLY ENCLOSED CONDENSER -FAN MOTOR SHALL HAVE PERMANENTLY WSRIGATED SFARINC75 AND INHERENT AUTOMATIC RESET THERMAL OVERLOAD PROTECTION. 28. GENERAL TEST, ADJUSTING, AND BALANCING 1, ALL OF THE CONTRACT DOCUMENTS REQUIREMENTS APPLY TO THE WORK TO THIS SECTION. 2. THIS CONTRACTOR, AN INDEPENDENT TEST AND BALANCING (TNB) CONTRACTOR SHALL PROVIDE SUBMITTALS AS DESCRIBED HEREIN, THE TCB CONTRACTOR SHALL BE PRIOR APPROVED BY THE ENGINEER OR ARCHITECT, 3, INSPECT WORK FRETAJNING TO THE AIR DISTRIBUTION SYSTEMS, AND SUBMIT A WRITTEN REPORFT TO THE OWNER'S REPRESNTATIVE, IDENTIFYING ANY WORK THAT HAS NOT BEEN INSTALLED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE INSPECTIONS SHALL BE CONDUCTED WEEKLY PRIOR TO THE START OF TESTING AND BALANCING. THE INSPECTION 514ALL ADDRESS THE 5YSTEM5 TO BE TESTED AND BALANCED. 2 4, PROVIDE QUALIFIED PERSONNEL, EQUIPMENT, APPARATUS AND SERVICES FOR START-UP, TESTING AND BALANCING OF THE MECHANICAL SYSTEMS, TO THE PERFORMANCE DATA SHOWN, A5 SPECIFIED, AND A5 REQUIRED BY GORES, STANDARDS, REGULATIONS AND AUTHORITIES HAVING JURISDICTION INCLUDING CITY INSPECTIONS, OWNER, AND ARCHITECT. 5. 5TART-UP, TESTING AND BALANCING SHALL NOT DIMINISH GUARANTEE REQUIREMENTS. 6. NOTIFY ARCHITECT, MANUFACTURER'S REPRESENTATIVE AND AUTHORITE5 INVOLVED AT LEAST TWO (2) WEEKS BEFORE START-UP, TESTING, AND BALANCING SEGIN5. T INSTRUMENTS FOR TESTING AND BALANCING SHALL HAVE BEEN GLAIBRATED WITHIN 51X (6) MONTHS PRIOR TO TESTING OR BALANCING. CLAIBRATION SHALL BE CERTIFIED AND SUBMITTED AS PART OF THE SHOP DRAWINGS AND SHALL BE L15TED ON FINAL TE51' AND BALANCING REPORT. 8, UPON COMPLETION OF WFK, SUBMIT WRITTEN GUARANTEE STATING THAT ALL EQUIPMENT AND AIR DISTRIBUTION SYSTEM, ETC. HAVE BEEN TESTED, ADJUSTED, AND BALANCED, EF-1 = 40 CFM EXHAUST FAN BY NUTONE OR EQ AHU/ GU = 4.0 TON SPLIT SY5TEM CARRIER OR EQ W/ 5EER 13 MIN AHU CEILING HUNG 4 CU ON ROOF W/ EQUIP SUPPORT t HURRICANE TIE DOWN PLUMBING NOTES: 1. ALL WORKMANSHIP AND MATERIAL5 SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES, 2. CONTRACTOR AND 5UB-CONTRACTOR SHALL VISIT THE JOB 517E AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS S. ALL MATERIAL5 SHALL BE NEW. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING SUB CONTRACTOR , IN A FIRST CLA55 AND WORKMANLIKE MANNER THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE. 5. ALL EXCAVATION AND BACGFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF TH15 CONTRACT. 6. REQUIRED INSURANCE SHALL BE PROVIDED BY THE SUB -CONTRACTOR FOR PROTECTION A6AIN5T PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF WORK. 7. 50-CONTRACTOR AND GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEE, INSPECTION AND TEST. 8. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE PRINT5 FOR THE EXALT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. q. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 10. VERIFY LOCATION, 51ZE ,INVERTS AND ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. INFORM ARCHITECT OF ANY DISCREPANCIES. 11. WATER PIPING SHALL BE TYPE "M" COPPER FOR 2" AND UNDER, TYPE "L" COPPER FOR 2 1/2" AND ABOVE. ALL UNDERGROUND WATER PIPING SHALL BE TYPE "L" COPPER 12. 5011.,WA511E, d VENT PIPING SHALL BE PVC, NO HUB 501-12 ABOVE GRADE. MECHANICAL JOINTS W/5.5. CLAMPS BELOW GRADE. ` 15. INSULATE ALL HOT WATER RETURN, CONDENSATE LINES AND EXHAUST LINES ABOVE GRADE AS FOLLOWS: HOT WATER SUPPLY AND RETURN - 1" THICK FIBERGLASS: CONDENSATE PIPING - 1 1/2" ARMAFLEX PREFORM, PAINT EXF05ED INSULATION EXHAUST PIPE - 2" THICK CALCIUM 51LICIATE BLOCK INSULATION NV 1200 FSTEVENS GLASS CLOTH MAP. 14, FURNISH AND INSTALL APPROVED AIR CHAMBERS AND PDI APPROVED SHOCK ARRESTORS ON MAIN LINES OR RGER5. 15. DI -ELECTRIC COUPLIN65 ARE REQUIRED BETWEEN ALL P1551MILAP METAL PIPING AND EQUIPMENT CONNECTIONS. 1r, ISOLATE COPPER PIPING FROM HANGER OR SUPPORTS NTH 1501,ATOR PAD (HAIR FELT LINING) SUPER STRUT MODEL G/15/16. FILL VOIDS BETWEEN PIPE WALL AND FLOOR SLEEVES WITH FIRE RATED FOAM, CHASE TECHNOLOGY CORP. - COM-655. PLUG FOR ALL WALL GLEANOUTS -JOSAM S889O SERIES. 11. PROVIDE BR455 PLATED COMBINATION COVER PLATE AND GLEANOUT 18. FOR TOILETS AND SINKS, PROVIDE 5EPARATE VALVES GOLD WATER. (D FOR CONTINUATION OF PIPING SEE CIVIL ENGINEERING DRAWINGS Q WASTE AND VENT PIPING SHALL BE PVC-DWV CONFORMING TO A5TM P2665 WITH SOLVENT WELD JOINTS. Q WATER PIPING SHALL BE TYPE 1" COPPER CONFORMING TO A5TM B-55 WITH SOLDER TYPE BRONZE OR WROUGHT COPPER FITTINGS CONFORMING TO AN51 518.22 OR 816.18. ® SHUT OFF VALVES SHALL BE BALL VALVES. VALVES SHALL BE BRONZE BODY WITH FULL PORT STAINLESS STEEL BALL AND STEM CONFORMING TO M55 SF-110. Q5 WATER CLOSET SHALL BE HANDICAPPED AGGE551BLE, FLOOR MOUNTED, ELONGATED, SIPHON JET, 1.6 GPF TANK TYPE OPEN FRONT SEAT W/O COVER © LAVATORY SHALL BE HANDICAPPED A55E5518LE, WALL HUNG, WNW, WITH CONCEALED ARM CARRIERS. FAUCET SHALL HAVE 0005ENEGK SPOUT AND WRIST BLADE HANDLES. 'r-- WOMEN O iin Warehouse Electrical Main Panel 'F' LOAD poles amps CKT LOAD (WATTS). GKT amps poles LOAD AWG FAIRKE, A 8 G SPARE 1 1 2 1 SPARE #12 WAREHOUSE OUTLETS 1 20 3 600 95O 4 20 1 ' WAREHOUSE LI6HT5 #12 #12 WAREHOUSE OUTLETS 1 20 5 600 -150 6 20 1 - WAREHOUSE LIGHTS #12 #12 WAREHOUSE OUTLETS 1 20 '7 600 950 8 20 1 '. WAREHOUSE LI6HT5 #12 #12 WAREHOUSE OUT 20 9 10 125 3 SUB PANEL'Di. #2 #12 WAREHOUSE LIGHTS 1 20 11 950 12 #12 WAREHOUSE LIGHTS 1 20 13 950 14 #12 WAREHOU5E LIGHTS 1 20 15 950 16 TOTAL AMPS : Bus A 39.6 EU5 B 26.1 BU5 G 2q.2 Rated amps ❑ 125 ❑ 150 ❑ 200 E 400 RATED VOLTAGE 120/208V �� 3 phase. 4 Wlre MOUNTING: NEMA 1, Recessed PANEL TYPE: SQUARE D LOADCENTER A/ 50 BREAKERS 10 Main lugs only I LOCATION: Each Bay Air Conditioning Equipment Schedule EQUIPMENT 5.0 TON SYSTEM 13 SEER ELECTRICAL LOAD - CARRIER CONDENSER: AG-24ABR560A003 26.3 AMP CARRIER AHU : FA4CNG060010 56.6 AMP 43,100.00 SENSIBLE $6.500.00 TOTAL a Warehouse Electrical Subpanel 'F1' PANEL TYPE: LOADGENTER WITH 30 BREAKERS AIG: 10,000 AIG RATING VOLTAGE: 120/240V 3 PHASE 4 WIRE LOCATION: NEAR MAINS: 125A RATING, MILO OFFICE/WAREHOUSE MOUNTING: NEMA 1 RECESSED DOOR AW LOAD DESCRIPTION poles amps GKT LOAD (WATTS)6 GKT amps poles', LOAD DESCRIPTION AWG A B C #12 OFFICE OUTLETS 8 LIGHTS 1 20 1 1000 1200 2 20 1 MANAGER'S ROOM OJTLEi'S 8 LIGHTS #12 #12 CONFERENCE ROOM OUTLETS & _*HT5 1 20 3 1260 1500 4 20 1 KITCHEN OUTLET$. #12 #t2 REGEPT ! WAITING ROOM OUTLETS & LIGHTS 1 20 5 1260 1500 5 20 1 KITCHEN OUTLETS 8 LI6HT5 #12 #12 6ENERAL ROOM OUTLETS 1 20 1 1260 & 20 i. SPARE #12 BATHROOM OUTLETS 6 LIGHTS 1 20 9 1200 950 10 20 1 OFFICE OUTLETS N LIG #HTS 12 #E' AHU a 2 60 11 1 1 750 12 20 1 ADMIN. OUTLE75 d LIGHTS #12 13 14 50 2 cu .1 (NON -CO NCOENTAL) #6 15 16 - 11 18 19 20 9 22 TOTAL CONNECTED VA PER PHASE --- TOTAL CONNECTED AMPS PER PHASE PLUMBING LEGEND ---- COLD WATER LINE _- WASTE LINE _ - - - - - -VENT LINE G.O. GLEAN OUT V.T.R. VENT THRU ROOF -pQ- GATE VALVE -�+ H.B. HOSE BIB (MOUNT 12" AS. FIN. GR.) P-1 PLUMBING FIXTURE TYPE MEN 1 iN I-ERIOR ELEVATIONS 0 1' 2' 4' GENERAL LIFE 5AFETY LEGEND _ SYMBOL DESCRIPTION Ewr 1SURFACE MOUNTED COMBO EMERGENCY/ EXIT LIGHT CIRCUITED VV/ BATTERY BACK-UP so SURFACE MOUNTED SMOKE DETECTOR CIRCUITED W/BATTERY BACK-UP xA IHVA , DUCT ALARM / PILOT / TEST MONITORING DEVICE G I FIRE EXTINGUSHER , PATH OF EGRESS 115'-8" TRAVEL DISTANCE MEN WOMEN Electric Lec�erid DESCRIPTION SYMBOL ELECTRIC PANEL E_.� QUADRIPLEX OUTLET SWITCH 3-161AY SWITCH 1" CONDUIT FROM ELECTRIC AREA TO EA. BAY FOR FIRE ALARM 1" CONDUIT FROM ELECTRIC AREA TO EA. BAY FOR TELEPHONE SERVICE 1'x8' FLUM155CENT 61-6 LIGHT FIXTURE 2 6OW LAMPS 1'x8' FLUORESCENT CL& LIGHT FIXTURE A/ 2 LAMPS T-8 60W LAMPS INN 1 BACK-UP EM LT 2'x4' FLUORECENT GLG LIGHT FIXTURE IW 2 OW LAMS 2'x4' FLUORESCENT GLG LIGHT FIXTURE A/60W LAMPS 1 BACK-UP EM LT EXIT/EMERGENCY COMBO LIGHT INCANDESCENT WALL LIGHT SURFACE MTV SECURITY LIGHT EXHAUST FAN 120Y OUTLETS $ �� If Qi T❑ Q i FEN-171 21111111111111 11r NI DI5WNNECT6 eo" 1 r-Electric Atbbreviaticna AFF ABOVE FIN15HED FLOOR AFC, ABOVE FN15HED GRADE BKR CIRCUIT BREAKER G CONDUIT DF DISTRIBUTION PANEL EM EMERGENCY EDP EMERGENCY DISTRIBUTION PANEL EMT ELECTRIC METALLIC TUBING EDF ELECTRIC DRINKING FOUNTAIN F FUSE FA FIRE ALARM SIRE) GALVANIZED RIGID STEEL CONDUIT G GROUND GFGI GROUND FAULT CIRCUIT INTERRUPT H 271 / 450 v PANZL50ARD IMG INTERMEDIATE METALLIC CONDUIT L 120 / 205Y PANS BOARD MOUNTED ILENIC NOT IN CONTRACT 'F- NOT TO 50ALE GFGI OWUIER FURNISHED - CONTRACTOR INSTALL OFOI OWNER FURNISHED - OWNER INSTALL PVC SCHEDULE 40 POLY VINYL CHLORIDE NR NON -FUSED RAG RIGID ALUMINUM CONDUIT PT RAIN TIGHT (NEMA 5R) 5W 5WITGH iWP WEATHER PROOF h m. KITCC1HEN V KITCHEN a fr a •c 0 N U- M LI_ 2 , � � c LL 0 � U z UJ UCJ 0 G 0 m O U W U-1 W (� Z LL p (D Z U s m LI- Y Lls t 0 project no. 04064.04 drawn by jac checked by nxg original Issue 10/05/05 latest revision 2 02/08/07 latest plot date 02/08/07 MEP Notes N sht Al. 3 5 Copyright NXG Architecture, Inc. 2005